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X2021-3020 - Soils (2)
oGaS - ZACrtj d SIERRA CONSULTING STRUCTURAL ENGINEERS JASON K. JONES, P.E., S.E. AARON B. CARVER, P.E., S.E. CAMERON L. SANKOVICH, P.E., S.E. STRUCTURAL CALCULATIONS FOR JOEY NEWPORT BEACH PLANS CHECK RESPONSE 453 NEWPORT CENTER DRIVE NEWPORT BEACH CA 92660 JOB No. 20-014 Digitally signed by Aaron B Carver, P.E., S.E. DN: C=US, E=aaro n@s ierrastructu ral. net, O=Sierra Consulting Aaron B Carver, P.E., S.E. Structural En s, OU- turaI En ering, C aron B Carve P.E., Date: 2022.01.20 14:20:50-08'00' CLIENT: f 1 2 JOEY RESTAURANT GROUP "-' S464 m 1 2400-1 1 77 WEST HASTINGS ST. ` Exp.6/30/ VANCOUVER, BC V6E 2K3 B © C LC��fNd 1 grt0F cH��/, JANUARY 21, 2002 1= E B 1420/22 BY: D.A. 9330 W MARTIN AVE I SUITE 200 1 LAS VEGAS, NEVADA 89148 PHONE (702) 804-5986 1 FAX (702) 804-6927 1 WWW.SIERRASTRUCTURAL.NET CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT | BUILDING DIVISION SITE ADDRESS:PC #: x x x x After placement of Rebar & Prior to placement of concrete Upon completion of welding Upon completion of nailing x PATIO CANTILEVER COLUMNS Upon completion of erection x Upon completion of welding 453 Newport Center Drive Upon completion of all structural elements 2625-2021 6/30/22 1/20/22 9330 W Martin Ave | Suite 200 | Las Vegas, Nevada 89148 Phone (702) 804-5986 | Fax (702) 804-6927| www.sierrastructural.net Jason K. Jones, P.E., S.E. Aaron B. Carver, P.E., S.E. Cameron L. Sankovich, P.E., S.E. Structural Calculations for Joey Newport Beach Plans Check Response 453 Newport Center Drive Newport Beach CA 92660 Job No. 20-014 Client: Joey Restaurant Group 2400-1177 West Hastings St. Vancouver, BC V6E 2K3 January 21, 2002 6/30/22 1/20/22 JOEY NEWPORT BEACH TABLE OF CONTENTS Calculation Page DESIGN LOADS 1 BEARING PRESSURE 6 BUILDING GRAVITY DESIGN 7 WIND ANALYSIS 26 SEISMIC ANALYSIS BUILDING LATERAL DESIGN BUILDING LATERAL FOUNDATION DESIGN EXISTING MASONRY SHEAR WALL CHECK EXISTING CHORD CHECK MECHANICAL SCREEN OPERABLE DOOR SUPPORT BEAM BRACING AT PARAPET PATIO STRUCTURE PATIO FOUNDATIONS PATIO ANCHORAGE DESIGN PLANS CHECK COMMENT #53 PLANS CHECK COMMENT #55 PLANS CHECK COMMENT #56 PLANS CHECK COMMENT #58 ROOF PLATFORM 30 42 57 58 79 80 139 143 144 242 254 259 269 274 275 285 JOEY NEWPORT BEACH Load tables Existing Roof Load • Dead Load 15 psf • Live Load 20 psf • Mechanical Load As indicated on Plan SEISMIC LOADS • RISK CATEGORY II • IMPORTANCE FACTOR 1.0 • SOIL SITE CLASS D (PER SOILS REPORT) • SDS 1.073 • SD1 0.579 • SS 1.341 • S1 0.476 • FA 1.0 • FV 1.824 • RBUILDING 5 • RPATIO 2.5 • CsBUILDING 0.179 • CsPATIO 0.358 WIND LOADS • RISK CATEGORY II • VULT 95 MPH • EXPOSURE C • INTERNAL PRESSURE 0.18 • MWFRS 17 PSF MAIN/45 PSF PARAPET • CLADDING PRESSURE o ZONE 4: 22 PSF o ZONE 5: 27 PSF o PARAPET: 57 PSF 1 ASCE 7 Hazards Report Address: No Address at This Location Standard:ASCE/SEI 7-16 Risk Category:III Soil Class:D - Stiff Soil Elevation:205.74 ft (NAVD 88) Latitude: Longitude: 33.614786 -117.873131 Wind Results: Wind Speed: 102 Vmph 10-year MRI 66 Vmph 25-year MRI 72 Vmph 50-year MRI 76 Vmph 100-year MRI 81 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1C and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Thu Jun 17 2021 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 3% probability of exceedance in 50 years (annual exceedance probability = 0.000588, MRI = 1,700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Page 1 of 3https://asce7hazardtool.online/Thu Jun 17 2021 2 SS : 1.341 S1 : 0.476 F a : 1 F v : N/A SMS : 1.341 SM1 : N/A SDS : 0.894 SD1 : N/A T L : 8 PGA : 0.583 PGA M : 0.641 F PGA : 1.1 Ie : 1.25 C v : 1.368 Seismic Site Soil Class: Results: Data Accessed: Date Source: D - Stiff Soil USGS Seismic Design Maps Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Thu Jun 17 2021 Page 2 of 3https://asce7hazardtool.online/Thu Jun 17 2021 3 The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. Page 3 of 3https://asce7hazardtool.online/Thu Jun 17 2021 4 ASCE 7-16 Components and Cladding - Parapet Wind Load Risk Cat. =II Kh B =0.62 V=95 mph Kh C =0.90 H =20 ft Kh D =1.08 Exposure =C Kd =0.85 Kzt =1 Ke =0.99 Elev. =206 ft Kh =0.90 qp =17.6 psf Wall pressure GCpi =0 Roof angle, θ < 10° coefficients GCp =0.9 or -0.99 Z4 -1.26 Z5 Roof pressure GCpi =0 coefficients GCp =0.3 or -2.3 Z2 (parapet taller than 3ft) Load Case A:(+) wall pressure + (-) roof pressure P =56.3 psf <-- Governs Load Case B:(+) wall pressure + (-) wall pressure P=33.2 psf Zone 4 P=38.0 psf Zone 5 5 JOEY NEWPORT Allowable Bearing Loads Bearing per Soils Report 1800 psf Minimum Embedment per Soils Report 1 ft Minimum Continuous footing width 1 ft Minimum Spread Footing Width 1 ft Allowable increase per foot of width 300 psf/ft Allowable increast per foot of depth 300 psf/ft Continuous Footing Width 3 ft Spread Footing Width 6 ft Bottom of footing 3.5 ft Continuous Footing Allowable Bearing 3150 psf 3000 psf MAX Spread Footing Allowable Bearing 4050 psf 3000 psf MAX 1/3 Increase for Wind/Seismic 6 Floor Map RAM Steel 17.02.01.23 DataBase: Joey Newport 10/19/21 13:14:20 Building Code: IBC Steel Code: AISC 360-16 LRFD Floor Type: ROOF Beam Numbers 1 2 3 4 5 6 A B C 8 13 62 63 64 7 21 67 66 65 20 1 14 29 30 31 32 33 34 35 19 2 15 36 37 38 39 40 41 42 18 3 12 43 44 45 46 47 48 49 11 56 59 57 60 58 61 4 16 50 51 52 22 53 54 55 17 9 10 L1 L1 L1 L2 L2P1 P1 P1 P1 P1P1 7 NEW PORTION OF STRUCTURE Floor Map RAM Steel 17.02.01.23 DataBase: Joey Newport 10/19/21 13:14:20 Building Code: IBC Steel Code: AISC 360-16 LRFD Surface Loads Label DL CDL LL Reduction PLL CLL Mass DL psf psf psf Type psf psf psf ROOF 15.0 0.0 20.0 Roof 0.0 0.0 15.0 Line Loads Label DL CDL LL Reduction PLL CLL Mass DL k/ft k/ft k/ft Type k/ft k/ft k/ft L1 CMU MASS 0.000 0.000 0.000 Reducible 0.000 0.000 1.060 L2 STOREFRONT MASS 0.200 0.000 0.000 Reducible 0.000 0.000 0.200 Point Loads Label DL CDL LL Reduction PLL CLL Mass DL kips kips kips Type kips kips kips P1 mass 0.000 0.000 0.000 Reducible 0.000 0.000 10.000 Page 2/2 8 Gravity Beam Design RAM Steel 17.02.01.23 DataBase: Joey Newport 10/19/21 13:14:20 Building Code: IBC Steel Code: AISC 360-16 LRFD Floor Type: ROOF Beam Number = 8 SPAN INFORMATION (ft): I-End (100.00,100.00) J-End (100.00,127.50) Beam Size (User Selected) = W16X77 Fy = 50.0 ksi Total Beam Length (ft) = 27.50 Mp (kip-ft) = 625.00 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 8.000 1.02 0.00 0.0 0.00 0.00 0.0 1.36 2.6 0.00 16.000 1.02 0.00 0.0 0.00 0.00 0.0 1.36 2.6 0.00 24.000 0.73 0.00 0.0 0.00 0.00 0.0 0.98 2.6 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.200 0.000 0.0% Red 0.000 27.500 0.200 0.000 0.000 2 0.000 0.023 0.030 2.6% Roof 0.000 27.500 0.023 0.030 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 9.33 kips 1.00Vn = 225.23 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.2DL+1.6LL 67.3 16.0 8.0 1.04 0.90 562.50 Controlling 1.2DL+1.6LL 67.3 16.0 8.0 1.04 0.90 562.50 REACTIONS (kips): Left Right DL reaction 4.30 4.59 Max +LL reaction 2.02 2.39 Max +total reaction (factored) 8.39 9.33 DEFLECTIONS:Ratio Dead load (in) at 13.75 ft = -0.137 L/D = 2417 Live load (in) at 13.75 ft = -0.073 L/D = 4491 > 360 0.08 Net Total load (in) at 13.75 ft = -0.210 L/D = 1571 > 240 0.15 9 Gravity Beam Design RAM Steel 17.02.01.23 DataBase: Joey Newport 10/19/21 13:14:20 Building Code: IBC Steel Code: AISC 360-16 LRFD Floor Type: ROOF Beam Number = 7 SPAN INFORMATION (ft): I-End (100.00,127.50) J-End (100.00,155.00) Beam Size (User Selected) = W16X77 Fy = 50.0 ksi Total Beam Length (ft) = 27.50 Mp (kip-ft) = 625.00 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 3.500 0.73 0.00 0.0 0.00 0.00 0.0 0.98 2.6 0.00 11.500 1.02 0.00 0.0 0.00 0.00 0.0 1.36 2.6 0.00 19.500 1.02 0.00 0.0 0.00 0.00 0.0 1.36 2.6 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.200 0.000 0.0% Red 0.000 27.500 0.200 0.000 0.000 2 0.000 0.023 0.030 2.6% Roof 0.000 27.500 0.023 0.030 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 9.33 kips 1.00Vn = 225.23 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.2DL+1.6LL 67.3 11.5 8.0 1.04 0.90 562.50 Controlling 1.2DL+1.6LL 67.3 11.5 8.0 1.04 0.90 562.50 REACTIONS (kips): Left Right DL reaction 4.59 4.30 Max +LL reaction 2.39 2.02 Max +total reaction (factored) 9.33 8.39 DEFLECTIONS:Ratio Dead load (in) at 13.75 ft = -0.137 L/D = 2417 Live load (in) at 13.75 ft = -0.073 L/D = 4491 > 360 0.08 Net Total load (in) at 13.75 ft = -0.210 L/D = 1571 > 240 0.15 10 Gravity Beam Design RAM Steel 17.02.01.23 DataBase: Joey Newport 10/19/21 13:14:20 Building Code: IBC Steel Code: AISC 360-16 LRFD Floor Type: ROOF Beam Number = 13 SPAN INFORMATION (ft): I-End (100.00,100.00) J-End (117.00,100.00) Beam Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 17.00 Mp (kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.200 0.000 0.0% Red 0.000 17.000 0.200 0.000 0.000 2 0.000 0.060 0.080 0.0% Roof 0.000 17.000 0.060 0.080 0.000 3 0.000 0.023 0.030 0.0% Roof 0.000 17.000 0.023 0.030 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 4.38 kips 1.00Vn = 94.53 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.2DL+1.6LL 18.6 8.5 0.0 1.00 0.90 124.50 Controlling 1.2DL+1.6LL 18.6 8.5 0.0 1.00 0.90 124.50 REACTIONS (kips): Left Right DL reaction 2.40 2.40 Max +LL reaction 0.94 0.94 Max +total reaction (factored) 4.38 4.38 DEFLECTIONS:Ratio Dead load (in) at 8.50 ft = -0.092 L/D = 2217 Live load (in) at 8.50 ft = -0.036 L/D = 5687 > 360 0.06 Net Total load (in) at 8.50 ft = -0.128 L/D = 1595 > 240 0.15 11 Gravity Beam Design RAM Steel 17.02.01.23 DataBase: Joey Newport 10/19/21 13:14:20 Building Code: IBC Steel Code: AISC 360-16 LRFD Floor Type: ROOF Beam Number = 62 SPAN INFORMATION (ft): I-End (100.00,108.00) J-End (117.00,108.00) Beam Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 17.00 Mp (kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.120 0.160 0.0% Roof 0.000 17.000 0.120 0.160 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 3.40 kips 1.00Vn = 94.53 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.2DL+1.6LL 14.4 8.5 0.0 1.00 0.90 124.50 Controlling 1.2DL+1.6LL 14.4 8.5 0.0 1.00 0.90 124.50 REACTIONS (kips): Left Right DL reaction 1.02 1.02 Max +LL reaction 1.36 1.36 Max +total reaction (factored) 3.40 3.40 DEFLECTIONS:Ratio Dead load (in) at 8.50 ft = -0.039 L/D = 5221 Live load (in) at 8.50 ft = -0.052 L/D = 3915 > 360 0.09 Net Total load (in) at 8.50 ft = -0.091 L/D = 2237 > 240 0.11 12 Gravity Beam Design RAM Steel 17.02.01.23 DataBase: Joey Newport 10/19/21 13:14:20 Building Code: IBC Steel Code: AISC 360-16 LRFD Floor Type: ROOF Beam Number = 63 SPAN INFORMATION (ft): I-End (100.00,116.00) J-End (117.00,116.00) Beam Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 17.00 Mp (kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.120 0.160 0.0% Roof 0.000 17.000 0.120 0.160 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 3.40 kips 1.00Vn = 94.53 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.2DL+1.6LL 14.4 8.5 0.0 1.00 0.90 124.50 Controlling 1.2DL+1.6LL 14.4 8.5 0.0 1.00 0.90 124.50 REACTIONS (kips): Left Right DL reaction 1.02 1.02 Max +LL reaction 1.36 1.36 Max +total reaction (factored) 3.40 3.40 DEFLECTIONS:Ratio Dead load (in) at 8.50 ft = -0.039 L/D = 5221 Live load (in) at 8.50 ft = -0.052 L/D = 3915 > 360 0.09 Net Total load (in) at 8.50 ft = -0.091 L/D = 2237 > 240 0.11 13 Gravity Beam Design RAM Steel 17.02.01.23 DataBase: Joey Newport 10/19/21 13:14:20 Building Code: IBC Steel Code: AISC 360-16 LRFD Floor Type: ROOF Beam Number = 64 SPAN INFORMATION (ft): I-End (100.00,124.00) J-End (117.00,124.00) Beam Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 17.00 Mp (kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.086 0.115 0.0% Roof 0.000 17.000 0.086 0.115 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 2.44 kips 1.00Vn = 94.53 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.2DL+1.6LL 10.4 8.5 0.0 1.00 0.90 124.50 Controlling 1.2DL+1.6LL 10.4 8.5 0.0 1.00 0.90 124.50 REACTIONS (kips): Left Right DL reaction 0.73 0.73 Max +LL reaction 0.98 0.98 Max +total reaction (factored) 2.44 2.44 DEFLECTIONS:Ratio Dead load (in) at 8.50 ft = -0.028 L/D = 7263 Live load (in) at 8.50 ft = -0.037 L/D = 5448 > 360 0.07 Net Total load (in) at 8.50 ft = -0.066 L/D = 3113 > 240 0.08 14 Gravity Beam Design RAM Steel 17.02.01.23 DataBase: Joey Newport 10/19/21 13:14:20 Building Code: IBC Steel Code: AISC 360-16 LRFD Floor Type: ROOF Beam Number = 21 SPAN INFORMATION (ft): I-End (100.00,127.50) J-End (117.00,127.50) Beam Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 17.00 Mp (kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.053 0.070 0.0% Roof 0.000 17.000 0.053 0.070 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 1.49 kips 1.00Vn = 94.53 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.2DL+1.6LL 6.3 8.5 0.0 1.00 0.90 124.50 Controlling 1.2DL+1.6LL 6.3 8.5 0.0 1.00 0.90 124.50 REACTIONS (kips): Left Right DL reaction 0.45 0.45 Max +LL reaction 0.59 0.59 Max +total reaction (factored) 1.49 1.49 DEFLECTIONS:Ratio Dead load (in) at 8.50 ft = -0.017 L/D = 1193 3 Live load (in) at 8.50 ft = -0.023 L/D = 8950 > 360 0.04 Net Total load (in) at 8.50 ft = -0.040 L/D = 5114 > 240 0.05 15 Gravity Beam Design RAM Steel 17.02.01.23 DataBase: Joey Newport 10/19/21 13:14:20 Building Code: IBC Steel Code: AISC 360-16 LRFD Floor Type: ROOF Beam Number = 67 SPAN INFORMATION (ft): I-End (100.00,131.00) J-End (117.00,131.00) Beam Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 17.00 Mp (kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.086 0.115 0.0% Roof 0.000 17.000 0.086 0.115 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 2.44 kips 1.00Vn = 94.53 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.2DL+1.6LL 10.4 8.5 0.0 1.00 0.90 124.50 Controlling 1.2DL+1.6LL 10.4 8.5 0.0 1.00 0.90 124.50 REACTIONS (kips): Left Right DL reaction 0.73 0.73 Max +LL reaction 0.98 0.98 Max +total reaction (factored) 2.44 2.44 DEFLECTIONS:Ratio Dead load (in) at 8.50 ft = -0.028 L/D = 7263 Live load (in) at 8.50 ft = -0.037 L/D = 5448 > 360 0.07 Net Total load (in) at 8.50 ft = -0.066 L/D = 3113 > 240 0.08 16 Gravity Beam Design RAM Steel 17.02.01.23 DataBase: Joey Newport 10/19/21 13:14:20 Building Code: IBC Steel Code: AISC 360-16 LRFD Floor Type: ROOF Beam Number = 66 SPAN INFORMATION (ft): I-End (100.00,139.00) J-End (117.00,139.00) Beam Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 17.00 Mp (kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.120 0.160 0.0% Roof 0.000 17.000 0.120 0.160 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 3.40 kips 1.00Vn = 94.53 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.2DL+1.6LL 14.4 8.5 0.0 1.00 0.90 124.50 Controlling 1.2DL+1.6LL 14.4 8.5 0.0 1.00 0.90 124.50 REACTIONS (kips): Left Right DL reaction 1.02 1.02 Max +LL reaction 1.36 1.36 Max +total reaction (factored) 3.40 3.40 DEFLECTIONS:Ratio Dead load (in) at 8.50 ft = -0.039 L/D = 5221 Live load (in) at 8.50 ft = -0.052 L/D = 3915 > 360 0.09 Net Total load (in) at 8.50 ft = -0.091 L/D = 2237 > 240 0.11 17 Gravity Beam Design RAM Steel 17.02.01.23 DataBase: Joey Newport 10/19/21 13:14:20 Building Code: IBC Steel Code: AISC 360-16 LRFD Floor Type: ROOF Beam Number = 65 SPAN INFORMATION (ft): I-End (100.00,147.00) J-End (117.00,147.00) Beam Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 17.00 Mp (kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.120 0.160 0.0% Roof 0.000 17.000 0.120 0.160 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 3.40 kips 1.00Vn = 94.53 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.2DL+1.6LL 14.4 8.5 0.0 1.00 0.90 124.50 Controlling 1.2DL+1.6LL 14.4 8.5 0.0 1.00 0.90 124.50 REACTIONS (kips): Left Right DL reaction 1.02 1.02 Max +LL reaction 1.36 1.36 Max +total reaction (factored) 3.40 3.40 DEFLECTIONS:Ratio Dead load (in) at 8.50 ft = -0.039 L/D = 5221 Live load (in) at 8.50 ft = -0.052 L/D = 3915 > 360 0.09 Net Total load (in) at 8.50 ft = -0.091 L/D = 2237 > 240 0.11 18 Gravity Beam Design RAM Steel 17.02.01.23 DataBase: Joey Newport 10/19/21 13:14:20 Building Code: IBC Steel Code: AISC 360-16 LRFD Floor Type: ROOF Beam Number = 20 SPAN INFORMATION (ft): I-End (100.00,155.00) J-End (117.00,155.00) Beam Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 17.00 Mp (kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.000 0.000 0.0% Red 0.000 17.000 0.000 0.000 0.000 2 0.000 0.023 0.030 0.0% Roof 0.000 17.000 0.023 0.030 0.000 3 0.000 0.060 0.080 0.0% Roof 0.000 17.000 0.060 0.080 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 2.34 kips 1.00Vn = 94.53 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.2DL+1.6LL 9.9 8.5 0.0 1.00 0.90 124.50 Controlling 1.2DL+1.6LL 9.9 8.5 0.0 1.00 0.90 124.50 REACTIONS (kips): Left Right DL reaction 0.70 0.70 Max +LL reaction 0.94 0.94 Max +total reaction (factored) 2.34 2.34 DEFLECTIONS:Ratio Dead load (in) at 8.50 ft = -0.027 L/D = 7582 Live load (in) at 8.50 ft = -0.036 L/D = 5687 > 360 0.06 Net Total load (in) at 8.50 ft = -0.063 L/D = 3249 > 240 0.07 19 Gravity Column Design RAM Steel 17.02.01.23 DataBase: Joey Newport 10/19/21 13:18:54 Building Code: IBC Steel Code: AISC360-16 LRFD Story level ROOF, Column Line 1-A, Column # 1 Fy (ksi) = 50.00 Column Size = W14X82 Orientation (deg.) = 90.0 INPUT DESIGN PARAMETERS: X-Axis Y-Axis Lu (ft)15.00 15.00 K 1 1 Braced Against Joint Translation Yes Yes Column Eccentricity (in) Top 9.65 7.55 Bottom 0.00 0.00 CONTROLLING AXIAL COLUMN LOADS - Skip-Load Case 1: Dead Live Roof Axial (kip)7.93 0.00 3.01 DEMAND CAPACITY RATIO: (1.2DL + 1.6RF) Pu (kip) = 14.33 0.90Pnx (kip) = 1012.50 Pu/0.90Pnx = 0.014 0.90Pny (kip) = 735.50 Pu/0.90Pny = 0.019 0.90Pn (kip) = 735.50 Pu/0.90Pn = 0.019 DEMAND/CAPACITY LIMIT FOR STRENGTH : 1.000 CONTROLLING COMBINED COLUMN LOADS - Skip-Load Case 1: Dead Live Roof Axial (kip)7.93 0.00 3.01 Moments Top Mx (kip-ft)3.46 0.00 1.67 My (kip-ft)1.51 0.00 0.59 Bot Mx (kip-ft)0.00 0.00 0.00 My (kip-ft)0.00 0.00 0.00 Single curvature about X-Axis Single curvature about Y-Axis CALCULATED PARAMETERS: (1.2DL + 1.6RF) Pu (kip) = 14.33 0.90Pnx (kip) = 1012.50 0.90Pny (kip) = 735.50 Mux (kip-ft) = 6.82 0.90*Mnx (kip-ft) = 521.25 Muy (kip-ft) = 2.76 0.90*Mny (kip-ft) = 168.00 Mcx (kip-ft) = 470.43 Rm = 1.00 Cbx = 1.67 Cmx = 0.60 Cmy = 0.60 Pex (kip) = 7782.67 Pey (kip) = 1307.42 B1x = 1.00 B1y = 1.00 20 Gravity Column Design RAM Steel 17.02.01.23 DataBase: Joey Newport 10/19/21 13:18:54 Building Code: IBC Steel Code: AISC360-16 LRFD INTERACTION EQUATION Pu/0.90*Pn = 0.019 Eq H1-1b Per H1.3: 0.007 + 0.013 + 0.000 = 0.020 Eq H1-3: 0.029 + 0.000 = 0.029 Page 2/2 21 Gravity Column Design RAM Steel 17.02.01.23 DataBase: Joey Newport 10/19/21 13:19:11 Building Code: IBC Steel Code: AISC360-16 LRFD Story level ROOF, Column Line 1-B, Column # 2 Fy (ksi) = 50.00 Column Size = W14X82 Orientation (deg.) = 90.0 INPUT DESIGN PARAMETERS: X-Axis Y-Axis Lu (ft)15.00 15.00 K 1 1 Braced Against Joint Translation Yes Yes Column Eccentricity (in) Top 9.65 7.55 Bottom 0.00 0.00 CONTROLLING AXIAL COLUMN LOADS - Skip-Load Case 1: Dead Live Roof Axial (kip)10.85 0.00 5.09 DEMAND CAPACITY RATIO: (1.2DL + 1.6RF) Pu (kip) = 21.17 0.90Pnx (kip) = 1012.50 Pu/0.90Pnx = 0.021 0.90Pny (kip) = 735.50 Pu/0.90Pny = 0.029 0.90Pn (kip) = 735.50 Pu/0.90Pn = 0.029 DEMAND/CAPACITY LIMIT FOR STRENGTH : 1.000 CONTROLLING COMBINED COLUMN LOADS - Skip-Load Case 8: Dead Live Roof Axial (kip)10.85 0.00 2.82 Moments Top Mx (kip-ft)0.00 0.00 1.83 My (kip-ft)0.28 0.00 0.35 Bot Mx (kip-ft)0.00 0.00 -0.00 My (kip-ft)0.00 0.00 0.00 Single curvature about X-Axis Single curvature about Y-Axis CALCULATED PARAMETERS: (1.2DL + 1.6RF) Pu (kip) = 17.54 0.90*Pn (kip) = 735.50 Mux (kip-ft) = 2.92 0.90*Mnx (kip-ft) = 521.25 Muy (kip-ft) = 0.89 0.90*Mny (kip-ft) = 168.00 Rm = 1.00 Cbx = 1.67 Cmx = 0.60 Cmy = 0.60 Pex (kip) = 7782.67 Pey (kip) = 1307.42 B1x = 1.00 B1y = 1.00 INTERACTION EQUATION Pu/0.90*Pn = 0.024 22 Gravity Column Design RAM Steel 17.02.01.23 DataBase: Joey Newport 10/19/21 13:19:11 Building Code: IBC Steel Code: AISC360-16 LRFD Eq H1-1b: 0.012 + 0.006 + 0.005 = 0.023 Page 2/2 23 Gravity Column Design RAM Steel 17.02.01.23 DataBase: Joey Newport 10/19/21 13:19:46 Building Code: IBC Steel Code: AISC360-16 LRFD Story level ROOF, Column Line 1-C, Column # 3 Fy (ksi) = 50.00 Column Size = W14X82 Orientation (deg.) = 90.0 INPUT DESIGN PARAMETERS: X-Axis Y-Axis Lu (ft)15.00 15.00 K 1 1 Braced Against Joint Translation Yes Yes Column Eccentricity (in) Top 9.65 7.55 Bottom 0.00 0.00 CONTROLLING AXIAL COLUMN LOADS - Skip-Load Case 1: Dead Live Roof Axial (kip)6.23 0.00 3.01 DEMAND CAPACITY RATIO: (1.2DL + 1.6RF) Pu (kip) = 12.29 0.90Pnx (kip) = 1012.50 Pu/0.90Pnx = 0.012 0.90Pny (kip) = 735.50 Pu/0.90Pny = 0.017 0.90Pn (kip) = 735.50 Pu/0.90Pn = 0.017 DEMAND/CAPACITY LIMIT FOR STRENGTH : 1.000 CONTROLLING COMBINED COLUMN LOADS - Skip-Load Case 1: Dead Live Roof Axial (kip)6.23 0.00 3.01 Moments Top Mx (kip-ft)-3.46 0.00 -1.67 My (kip-ft)0.44 0.00 0.59 Bot Mx (kip-ft)0.00 0.00 0.00 My (kip-ft)0.00 0.00 0.00 Single curvature about X-Axis Single curvature about Y-Axis CALCULATED PARAMETERS: (1.2DL + 1.6RF) Pu (kip) = 12.29 0.90Pnx (kip) = 1012.50 0.90Pny (kip) = 735.50 Mux (kip-ft) = -6.82 0.90*Mnx (kip-ft) = 521.25 Muy (kip-ft) = 1.47 0.90*Mny (kip-ft) = 168.00 Mcx (kip-ft) = 470.43 Rm = 1.00 Cbx = 1.67 Cmx = 0.60 Cmy = 0.60 Pex (kip) = 7782.67 Pey (kip) = 1307.42 B1x = 1.00 B1y = 1.00 24 Gravity Column Design RAM Steel 17.02.01.23 DataBase: Joey Newport 10/19/21 13:19:46 Building Code: IBC Steel Code: AISC360-16 LRFD INTERACTION EQUATION Pu/0.90*Pn = 0.017 Eq H1-1b Per H1.3: 0.006 + 0.013 + 0.000 = 0.019 Eq H1-3: 0.025 + 0.000 = 0.025 Page 2/2 25 26 SCSE A Carver SK-1 Oct 19, 2021 WIND LOAD DIST.r3d 27 SCSE A Carver SK-2 Oct 19, 2021 WIND LOAD DIST.r3d 28 SCSE A Carver SK-3 Oct 19, 2021 WIND LOAD DIST.r3d 29 30 31 32 33 34 SCSE A Carver SK-1 Oct 19, 2021 MASS EAST WEST.r3d 35 SCSE A Carver SK-2 Oct 19, 2021 MASS EAST WEST.r3d 36 SCSE A Carver SK-3 Oct 19, 2021 MASS EAST WEST.r3d 37 SCSE A Carver SK-4 Oct 19, 2021 MASS EAST WEST.r3d 38 SCSE A Carver SK-5 Oct 19, 2021 MASS EAST WEST.r3d 39 SCSE A Carver SK-6 Oct 19, 2021 MASS EAST WEST.r3d 40 SCSE A Carver SK-7 Oct 19, 2021 MASS EAST WEST.r3d 41 RAM RAMFrameAnalysis.RFAn.1 DataBase: Joey Newport 10/19/2021 13:02:26 42 Loads and Applied Forces RAM Frame 17.02.01.23 DataBase: Joey Newport 10/19/21 13:03:00 LOAD CASE: SEISMIC Seismic ASCE 7-16 Equivalent Lateral Force Importance Factor: 1.00 TL: 8.00 s Site Class D: Stiff Soil Ss: 1.341 g S1: 0.476 g Fa: 1.000 Fv: 1.824 SDs: 0.894 g SD1: 0.579 g Risk Category: II Seismic Design Category: D Provisions for: Force Ground Level: Base Dir Eccent R Ta Equation Building Period-T Y + And - 5.0 Std,Ct=0.028,x=0.80 Calculated Dir Ta Cu T T - used Cs Eq12.8-2 Cs - used k Y 0.244 1.400 0.552 0.342 0.179 0.179 1.000 Exception 2 per Section 11.4.8 is applied for site class D with S1 > 0.2 Total Building Weight (kips) = 378.83 APPLIED DIAPHRAGM FORCES Type: EQ_ASCE716_Y_+E_F Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft ROOF 1 15.00 0.00 67.73 163.94 122.91 APPLIED STORY FORCES Type: EQ_ASCE716_Y_+E_F Level Ht Fx Fy ft kips kips ROOF 15.00 0.00 67.73 _________ _________ 0.00 67.73 APPLIED DIAPHRAGM FORCES Type: EQ_ASCE716_Y_-E_F Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft ROOF 1 15.00 0.00 67.73 152.04 122.91 APPLIED STORY FORCES Type: EQ_ASCE716_Y_-E_F Level Ht Fx Fy ft kips kips43 Loads and Applied Forces RAM Frame 17.02.01.23 DataBase: Joey Newport 10/19/21 13:03:00 ROOF 15.00 0.00 67.73 _________ _________ 0.00 67.73 Page 2/2 44 Frame Story Shears RAM Frame 17.02.01.23 DataBase: Joey Newport 10/19/21 13:03:00 CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P-Delta: Yes Scale Factor: 1.00 Ground Level: Base Mesh Criteria : Max. Distance Between Nodes on Mesh Line (ft) : 4.00 Merge Node Tolerance (in) : 0.0100 Geometry Tolerance (in) : 0.0050 Walls Out-of-plane Stiffness Not Included in Analysis. Sign considered for Dynamic Load Case Results. Rigid Links Included at Fixed Beam-to-Wall Locations Eigenvalue Analysis : Eigen Vectors (Subspace Iteration) Frame #1 Load Case: D DeadLoad RAMUSER Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF 0.00 0.00 0.00 0.00 Load Case: Rfp PosRoofLiveLoad RAMUSER Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF 0.00 0.00 -0.06 -0.06 Load Case: E1 SEISMIC EQ_ASCE716_Y_+E_F Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF 0.04 0.04 29.67 29.67 Load Case: E2 SEISMIC EQ_ASCE716_Y_-E_F Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF -0.05 -0.05 35.43 35.43 45 Frame Reactions RAM Frame 17.02.01.23 DataBase: Joey Newport 10/19/21 13:03:00 Building Code: IBC CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P-Delta: Yes Scale Factor: 1.00 Ground Level: Base Mesh Criteria : Max. Distance Between Nodes on Mesh Line (ft) : 4.00 Merge Node Tolerance (in) : 0.0100 Geometry Tolerance (in) : 0.0050 Walls Out-of-plane Stiffness Not Included in Analysis. Sign considered for Dynamic Load Case Results. Rigid Links Included at Fixed Beam-to-Wall Locations Eigenvalue Analysis : Eigen Vectors (Subspace Iteration) LOAD CASE DEFINITIONS: D DeadLoad RAMUSER Rfp PosRoofLiveLoad RAMUSER E1 SEISMIC EQ_ASCE716_Y_+E_F E2 SEISMIC EQ_ASCE716_Y_-E_F Frame #1: Node LdC Rx Ry Rz Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft 9 D -0.00 1.51 7.93 -7.10 -0.00 0.00 Rfp -0.00 0.84 3.01 -3.92 -0.00 -0.00 E1 -0.04 -14.83 -6.38 134.75 -0.60 -0.00 E2 0.06 -17.72 -7.62 160.94 0.83 0.00 10 D -0.00 -1.51 10.85 7.14 -0.00 0.00 Rfp -0.00 -0.77 5.09 3.66 -0.00 -0.00 E1 0.00 -14.83 6.38 134.75 0.02 -0.00 E2 -0.00 -17.72 7.62 160.94 -0.03 0.00 46 Member Code Check RAM Frame 17.02.01.23 DataBase: Joey Newport 10/19/21 13:04:03 Building Code: IBC Steel Code: AISC360-16 ASD BEAM INFORMATION: Story Level = ROOF Frame Number = 1 Beam Number = 8 Fy (ksi) = 50.00 Beam Size = W16X77 Left Connection - Reduced Beam Section Right Connnection - Reduced Beam Section a(in) = 5.250 b(in) = 10.750 c(in) = 2.000 Use Reduced Section Properties in Analysis INPUT DESIGN PARAMETERS: X-Axis Y-Axis Lu for Axial (ft)27.50 6.88 Lu for Bending (ft)27.50 6.88 K 1.00 1.00 Top Flange Continuously Braced No Bottom Flange Continuously Braced No CONTROLLING BEAM SEGMENT FORCES - SHEAR Load Combination: 1.150 D - 0.700 E2 Segment distance (ft) i - end 0.00 j - end 6.88 SHEAR CHECK: Vax (kip) = 10.22 Vnx/1.50 (kip) = 150.15 Vax/(Vnx/1.50) =0.068 Vay (kip) = -0.00 Vny/1.67 (kip) = 281.25 Vay/(Vny/1.67) =0.000 CONTROLLING BEAM SEGMENT FORCES - AXIAL Load Combination: 1.000 D Segment distance (ft) i - end 0.00 j - end 6.88 AXIAL CHECK: Pa (kip) = 0.00 Pnx/1.67 (kip) = 676.65 Pa/(Pnx/1.67) = 0.000 Pny/1.67 (kip) = 676.65 Pa/(Pny/1.67) = 0.000 Pn/1.67 (kip) = 676.65 Pa/(Pn/1.67) = 0.000 CONTROLLING BEAM SEGMENT FORCES - FLEXURE Load Combination: 1.150 D - 0.700 E2 Segment distance (ft) i - end 0.00 j - end 6.88 CALCULATED PARAMETERS: Pa (kip) = 0.00 Pn/1.67 (kip) = 676.65 Max (kip-ft) = -85.14 Mnx/1.67 (kip-ft) = 374.25 May (kip-ft) = 0.00 Mny/1.67 (kip-ft) = 102.54 Cbx = 1.40 INTERACTION EQUATION: Pu/1.67*Pn=0.000 Mrx/Mcx = 0.227 47 Member Code Check RAM Frame 17.02.01.23 DataBase: Joey Newport 10/19/21 13:04:03 Building Code: IBC Steel Code: AISC360-16 ASD COLUMN INFORMATION: Story Level = ROOF Frame Number = 1 Column Number = 2 Fy (ksi) = 50.00 Column Size = W14X82 INPUT DESIGN PARAMETERS: X-Axis Y-Axis Lu for Axial (ft)15.00 15.00 Lu for Bending (ft)15.00 15.00 K 1.00 1.00 CONTROLLING COLUMN FORCES - SHEAR Load Combination: 1.150 D + 0.700 E2 Shear Top Vmajor (kip)14.14 Vminor (kip)-0.00 Shear Bot. Vmajor (kip)14.14 Vminor (kip)-0.00 SHEAR CHECK: Vax (kip) = 14.14 Vnx/1.50 (kip) = 145.86 Vax/(Vnx/1.50) =0.097 Vay (kip) = -0.00 Vny/1.67 (kip) = 310.26 Vay/(Vny/1.67) =0.000 CONTROLLING COLUMN FORCES - AXIAL Load Combination: 1.150 D + 0.700 E2 AXIAL CHECK: Pa (kip) = 17.82 Pnx/1.67 (kip) = 673.65 Pa/(Pnx/1.67) = 0.026 Pny/1.67 (kip) = 489.36 Pa/(Pny/1.67) = 0.036 Pn/1.67 (kip) = 489.36 Pa/(Pn/1.67) = 0.036 CONTROLLING COLUMN FORCES - FLEXURE Load Combination: 1.150 D + 0.700 E2 Axial Load (kip)17.82 Moment Top Mmajor (kip-ft)-81.51 Mminor (kip-ft)0.00 Moment Bot. Mmajor (kip-ft)120.86 Mminor (kip-ft)-0.02 CALCULATED PARAMETERS: Pa ( kip) = 17.82 Pnx/1.67 ( kip) = 673.65 Pny/1.67 ( kip) = 489.36 Max (kip-ft) = 120.86 Mnx/1.67 (kip-ft) = 346.81 May (kip-ft) = -0.02 Mny/1.67 (kip-ft) = 111.78 Mcx (kip-ft) = 313.00 KL/Rx = 29.71 KL/Ry = 72.48 Cbx = 2.21 INTERACTION EQUATION: Pu/1.67*Pn=0.026 Eq H1-3: 0.054 + 0.031 = 0.085 Eq H1-1b Per H1.3: 0.013 + 0.349 + 0.000 = 0.36248 Member Code Check RAM Frame 17.02.01.23 DataBase: Joey Newport 10/19/21 13:04:03 Building Code: IBC Steel Code: AISC360-16 ASD COLUMN INFORMATION: Story Level = ROOF Frame Number = 1 Column Number = 1 Fy (ksi) = 50.00 Column Size = W14X82 INPUT DESIGN PARAMETERS: X-Axis Y-Axis Lu for Axial (ft)15.00 15.00 Lu for Bending (ft)15.00 15.00 K 1.00 1.00 CONTROLLING COLUMN FORCES - SHEAR Load Combination: 1.150 D - 0.700 E2 Shear Top Vmajor (kip)-14.14 Vminor (kip)-0.04 Shear Bot. Vmajor (kip)-14.14 Vminor (kip)-0.04 SHEAR CHECK: Vax (kip) = -14.14 Vnx/1.50 (kip) = 145.86 Vax/(Vnx/1.50)= 0.097 Vay (kip) = -0.04 Vny/1.67 (kip) = 310.26 Vay/(Vny/1.67) =0.000 CONTROLLING COLUMN FORCES - AXIAL Load Combination: 1.150 D - 0.700 E2 AXIAL CHECK: Pa (kip) = 14.46 Pnx/1.67 (kip) = 673.65 Pa/(Pnx/1.67) = 0.021 Pny/1.67 (kip) = 489.36 Pa/(Pny/1.67) = 0.030 Pn/1.67 (kip) = 489.36 Pa/(Pn/1.67) = 0.030 CONTROLLING COLUMN FORCES - FLEXURE Load Combination: 1.150 D - 0.700 E2 Axial Load (kip)14.46 Moment Top Mmajor (kip-ft)81.57 Mminor (kip-ft)0.00 Moment Bot. Mmajor (kip-ft)-120.82 Mminor (kip-ft)-0.59 CALCULATED PARAMETERS: Pa ( kip) = 14.46 Pnx/1.67 ( kip) = 673.65 Pny/1.67 ( kip) = 489.36 Max (kip-ft) = -120.82 Mnx/1.67 (kip-ft) = 346.81 May (kip-ft) = -0.59 Mny/1.67 (kip-ft) = 111.78 Mcx (kip-ft) = 313.00 KL/Rx = 29.71 KL/Ry = 72.48 Cbx = 2.21 INTERACTION EQUATION: Pu/1.67*Pn=0.021 Eq H1-3: 0.044 + 0.031 = 0.074 Eq H1-1b Per H1.3: 0.011 + 0.348 + 0.000 = 0.35949 Seismic Provisions Member Code Check RAM Structural System 17.02.01.23 DataBase: Joey Newport 10/19/21 13:05:07 Building Code: IBC Steel Code: AISC341-16 - ASD Beam Parameters Story: ROOF Frame No: 1 Member No: 8 Fy (ksi): 50.00 Size: W16X77 Frame Type: Special Moment Resisting Frame Left Connection - Reduced Beam Section Right Connnection - Reduced Beam Section a(in) = 5.250 b(in) = 10.750 c(in) = 2.000 Use Reduced Section Properties in Analysis Reduced Beam Section (RBS) Bending Check --- OK End I End J Distance column Flange to middle RBS (in) 10.63 10.63 Max Moment at RBS (kip-ft) -76.21 -76.16 Load Combination Number 6 4 Reduced plastic modulus - Zrbs (in ³ ) 102.15 102.15 1.67 Ma / Zhng Fy 0.30 0.30 OK OK E3.4b Stability Bracing of Beams (D1.2b Highly Ductile) --- OK Max Lu (in) = 82.50 Lu Limit = 123.78 OK Lateral Bracing Requirements along Beam Required strength of lateral brace along beam (A-6-7) = 6.99 kip Required stiffness of bracing (A-6-8) = 6988.56 kip / Lb Lateral Bracing Requirements at Plastic Hinge Required strength of lateral brace at hinge = 14.28 kip Required stiffness of bracing (A-6-8) = 4759.23 kip / Lb Cd = 1.0 assumed for eqns (A-6-7/8) Lb = distance between braces (in) The brace closest to the point of inflection should be designed for two times these values (Cd=2) E3.5a Basic Requirements (D1.1 Highly Ductile) --- OK Flange b/tf = 5.23 Limit = 7.35 OK Web h/tw = 31.16 Limit = 59.01 OK E3.6b Beam-to-Column Connection Requirements Beam-to-column connection must be capable of sustaining a 0.04 radian interstory drift ratio. Required flexural strength of connection (kip-ft) = 0.8Mp = 500.00 at story drift angle in (1) All beam-to-column joints to demonstrate conformance with E3.6b(1) as indicated in E3.6b(2) 50 Seismic Provisions Member Code Check RAM Structural System 17.02.01.23 DataBase: Joey Newport 10/19/21 13:05:07 Building Code: IBC Steel Code: AISC341-16 - ASD Column Parameters Story: ROOF Frame No: 1 Member No: 1 Fy (ksi): 50.00 Size: W14X82 Frame Type: Special Moment Resisting Frame D1.4a Required Strength --- OK Compression:Max Pa (kip) = 25.13 --- Combination: 1.150 D - 2.100 E2 Max Pa/(Pn/) = 0.05 OK Tension:Max Pa (kip) = 12.44 --- Combination: 0.450 D + 2.100 E2 Max Pa/(Pn/) = 0.02 OK D2.5b Column Splices - Required Strength Design strength of column splices must meet or exceed the following forces: Required tension and compression strength from D1.4a. Shear in major axis (kip)= 38.94 --- Combination: 1.150 D - 2.100 E2 Shear in minor axis (kip)= 0.12 --- Combination: 1.150 D - 2.100 E2 Moment in major axis (kip-ft)= 346.13 --- Combination: 1.150 D - 2.100 E2 Moment in minor axis (kip-ft)= 1.75 --- Combination: 1.150 D - 2.100 E2 Required shear for column splice is max result from D2.5b and D2.5c Refer to AISC 341 section D2.5b for additional detailing requirements. E3.4c(1) Unbraced Connections --- OK Joint Above Column is Restrained Joint Below Column is Restrained E3.5a Basic Requirements (D1.1 Highly Ductile) --- OK For calculation of web limit: Pa (kip) = 25.13 Py/(kip) = 718.56 Flange b/tf = 5.91 Limit = 7.35 OK Web h/tw = 22.35 Limit = 56.87 OK E3.6g Column Splices (D2.5c Required Shear Strength) Column is at the lowest story. No column splice required 51 Seismic Provisions Member Code Check RAM Structural System 17.02.01.23 DataBase: Joey Newport 10/19/21 13:05:07 Building Code: IBC Steel Code: AISC341-16 - ASD Column Parameters Story: ROOF Frame No: 1 Member No: 2 Fy (ksi): 50.00 Size: W14X82 Frame Type: Special Moment Resisting Frame D1.4a Required Strength --- OK Compression:Max Pa (kip) = 28.49 --- Combination: 1.150 D + 2.100 E2 Max Pa/(Pn/) = 0.06 OK Tension:Max Pa (kip) = 11.13 --- Combination: 0.450 D - 2.100 E2 Max Pa/(Pn/) = 0.02 OK D2.5b Column Splices - Required Strength Design strength of column splices must meet or exceed the following forces: Required tension and compression strength from D1.4a. Shear in major axis (kip)= 38.94 --- Combination: 1.150 D + 2.100 E2 No shear in minor axis Moment in major axis (kip-ft)= 346.17 --- Combination: 1.150 D + 2.100 E2 Moment in minor axis (kip-ft)= 0.06 --- Combination: 1.150 D + 2.100 E2 Required shear for column splice is max result from D2.5b and D2.5c Refer to AISC 341 section D2.5b for additional detailing requirements. E3.4c(1) Unbraced Connections --- OK Joint Above Column is Restrained Joint Below Column is Restrained E3.5a Basic Requirements (D1.1 Highly Ductile) --- OK For calculation of web limit: Pa (kip) = 28.49 Py/(kip) = 718.56 Flange b/tf = 5.91 Limit = 7.35 OK Web h/tw = 22.35 Limit = 56.58 OK E3.6g Column Splices (D2.5c Required Shear Strength) Column is at the lowest story. No column splice required 52 Seismic Provisions Joint Code Check RAM Structural System 17.02.01.23 DataBase: Joey Newport 10/19/21 13:05:07 Building Code: IBC Steel Code: AISC341-16 - ASD Joint Parameters Story: ROOF Frame No: 1 Joint No: 1 Fy (ksi): 50.00 Column Size: W14X82 Joint Frame Type: Special Moment Resisting Frame Strain Hardening Factor Cpr = 1.10 E3.4a Moment Ratio --- OK Col. Size M*pc (kip-ft) Zc (in³ ) Pa (kip) Combo# Bot W14X82 560.97 139.00 25.13 4 Bm. Size M*pb (kip-ft) Mpr (kip-ft) 1.5Mav (kip-ft) Sh+dc/2 (in) 8 W16X77 590.64 515.01 75.63 17.77 Sh = Distance face-of-column to location of hinge. Mpr = Cpr x Ry x Fy x Zhng, where Zhng = Z at hinge. M*pc = Zc(Fyc-1.5Pa/Ag) (kip-ft) = 560.97 M*pb (kip-ft) = 590.64 M*pc/ M*pb (Eqn E3-1) = 0.95 <= 1.0 NG Exception to 3.4a --- OK Column must conform to one of E3.4a(a) or E3.4a(b) below: E3.4a(a) Column must meet Prc < Pc as well as 1 or 2 below--- OK Prc (kip) = 14.46 from Standard Provision load combo number 6 Pc (kip) = 0.3 x Fy x Ag / 1.5 = 360.00 Prc < Pc for all standard load combinations OK , AND 1. Column must be at the top lateral story OK, OR, 2. Exempted columns must meet requirement 2. of E3.4a(a) - Not Performed E3.4a(b) Shear Ratio of stories not applicable as this is the top lateral story. E3.4c Stability Bracing at Beam-to-Column Connections --- OK Joint is restrained in the minor axis at both the top and bottom flange of the moment-frame beams. Note! RAM Frame assumes that a beam framing into the minor axis of the joint, braces the column at the elevation of both top and bottom flange of the girders connected to the flanges of the column. E3.6d Connection Required Shear Strength Bm No. Col Side Mpr (kip-ft) L (ft) 0.8Mp(kip-ft) V Max (kip) 8 Flange 515.01 24.537 500.00 34.04 V Max = Max shear from applicable load combinations with Ecl Mpr = 1.1 x Ry x Fy x Zhng, where Zhng = Z at hinge. E3.6e(1) Panel-Zone of Beam-to-Column Connections: Strength --- OK With Web Plate Bm. Size Bf Red. (in) Z (in³) Z hng (in³) Mpr (kip-ft) 8 W16X77 4.000 150.00 102.15 515.01 Bm. Mpr (kip-ft) Sh (in) V hng (kip) Mf (kip-ft) Vpz (kip) 8 515.01 10.63 34.040 390.65 297.82 Sh = Distance face-of-column to location of hinge. Vhng = Shear at hinge or col face from applicable load combinations with Ecl Mpr = Cpr x Ry x Fy x Zhng, where Zhng = Z at hinge. Required Panel Zone Shear Strength (kip) = 245.74 Panel Zone Shear Reduced by Vc (kip) = 52.09 Axial Comp. for Panel Zone Calc. (kip) = 25.13 - Combination 1.150 D - 2.100 E253 Seismic Provisions Joint Code Check RAM Structural System 17.02.01.23 DataBase: Joey Newport 10/19/21 13:05:07 Building Code: IBC Steel Code: AISC341-16 - ASD Panel Zone Strength Without Web Plate (kip) = 172.71 NG Web Plate Reqd Thickness (in) = 0.355 Web Plate Thickness Used (in) = 0.375 Panel Zone Strength With Web Plate (kip) = 249.93 OK E3.6e(2) Panel-Zone of Beam-to-Column Connections: Thickness --- OK No plug welds specified so both column and web plate must meet Equation E3-7 dz (in) = 14.980 wz (in) = 12.590 Column web thickness reqd (in) = 0.306 Thickness provided = 0.510 OK Web PL thickness reqd (in) = 0.306 Thickness provided = 0.375 OK E3.6f Continuity Plates --- OK With Stiffeners Bm. Size Fyb (ksi) Bbf (in) Tbf (in) Tf Req. (in) Tf Prov (in) Stiffen 8 W16X77 50.00 10.30 0.760 1.72 0.86 Yes Page 2/2 54 Seismic Provisions Joint Code Check RAM Structural System 17.02.01.23 DataBase: Joey Newport 10/19/21 13:05:07 Building Code: IBC Steel Code: AISC341-16 - ASD Joint Parameters Story: ROOF Frame No: 1 Joint No: 2 Fy (ksi): 50.00 Column Size: W14X82 Joint Frame Type: Special Moment Resisting Frame Strain Hardening Factor Cpr = 1.10 E3.4a Moment Ratio --- OK Col. Size M*pc (kip-ft) Zc (in³ ) Pa (kip) Combo# Bot W14X82 558.54 139.00 28.49 2 Bm. Size M*pb (kip-ft) Mpr (kip-ft) 1.5Mav (kip-ft) Sh+dc/2 (in) 8 W16X77 590.64 515.01 75.63 17.78 Sh = Distance face-of-column to location of hinge. Mpr = Cpr x Ry x Fy x Zhng, where Zhng = Z at hinge. M*pc = Zc(Fyc-1.5Pa/Ag) (kip-ft) = 558.54 M*pb (kip-ft) = 590.64 M*pc/ M*pb (Eqn E3-1) = 0.95 <= 1.0 NG Exception to 3.4a --- OK Column must conform to one of E3.4a(a) or E3.4a(b) below: E3.4a(a) Column must meet Prc < Pc as well as 1 or 2 below--- OK Prc (kip) = 17.82 from Standard Provision load combo number 4 Pc (kip) = 0.3 x Fy x Ag / 1.5 = 360.00 Prc < Pc for all standard load combinations OK , AND 1. Column must be at the top lateral story OK, OR, 2. Exempted columns must meet requirement 2. of E3.4a(a) - Not Performed E3.4a(b) Shear Ratio of stories not applicable as this is the top lateral story. E3.4c Stability Bracing at Beam-to-Column Connections --- OK Joint is restrained in the minor axis at both the top and bottom flange of the moment-frame beams. Note! RAM Frame assumes that a beam framing into the minor axis of the joint, braces the column at the elevation of both top and bottom flange of the girders connected to the flanges of the column. E3.6d Connection Required Shear Strength Bm No. Col Side Mpr (kip-ft) L (ft) 0.8Mp(kip-ft) V Max (kip) 8 Flange 515.01 24.537 500.00 34.04 V Max = Max shear from applicable load combinations with Ecl Mpr = 1.1 x Ry x Fy x Zhng, where Zhng = Z at hinge. E3.6e(1) Panel-Zone of Beam-to-Column Connections: Strength --- OK With Web Plate Bm. Size Bf Red. (in) Z (in³) Z hng (in³) Mpr (kip-ft) 8 W16X77 4.000 150.00 102.15 515.01 Bm. Mpr (kip-ft) Sh (in) V hng (kip) Mf (kip-ft) Vpz (kip) 8 515.01 10.63 34.036 390.64 297.82 Sh = Distance face-of-column to location of hinge. Vhng = Shear at hinge or col face from applicable load combinations with Ecl Mpr = Cpr x Ry x Fy x Zhng, where Zhng = Z at hinge. Required Panel Zone Shear Strength (kip) = 245.74 Panel Zone Shear Reduced by Vc (kip) = 52.09 Axial Comp. for Panel Zone Calc. (kip) = 28.49 - Combination 1.150 D + 2.100 E255 Seismic Provisions Joint Code Check RAM Structural System 17.02.01.23 DataBase: Joey Newport 10/19/21 13:05:07 Building Code: IBC Steel Code: AISC341-16 - ASD Panel Zone Strength Without Web Plate (kip) = 172.71 NG Web Plate Reqd Thickness (in) = 0.355 Web Plate Thickness Used (in) = 0.375 Panel Zone Strength With Web Plate (kip) = 249.93 OK E3.6e(2) Panel-Zone of Beam-to-Column Connections: Thickness --- OK No plug welds specified so both column and web plate must meet Equation E3-7 dz (in) = 14.980 wz (in) = 12.590 Column web thickness reqd (in) = 0.306 Thickness provided = 0.510 OK Web PL thickness reqd (in) = 0.306 Thickness provided = 0.375 OK E3.6f Continuity Plates --- OK With Stiffeners Bm. Size Fyb (ksi) Bbf (in) Tbf (in) Tf Req. (in) Tf Prov (in) Stiffen 8 W16X77 50.00 10.30 0.760 1.72 0.86 Yes Page 2/2 56 JOB NAME: Joey Newport JOB NUMBER: 21-014 Grade Beam Forces D R E 1.4D 1.2D+0.5Lr 1.2D+1.6Lr 1.2D+E 0.9D+E Mu max Length Vu=2M/L NODE ft-k ft-k ft-k ft-k ft-k ft-k ft-k ft-k ft-k ft k FRAME 1 9 7.1 3.92 160.94 10 10 15 169 167 170 27.5 12.33 GB1 10 7.14 3.66 160.94 10 10 14 170 167 24 X 30 W/ 3-#8 T & B Footing Axial and Uplift Forces D R Eov D+L D+0.6W 0.6D-0.7E Maximum Minimum Footing Size NODE k k k k k k Frame 1 9 7.93 3.01 7.62 10.9 12.5 -0.6 12.5 -0.6 2.0 10 10.85 5.09 7.62 15.9 15.4 1.2 15.9 1.2 2.3 Sliding Forces D R E(ult) Total Sliding Grade Bm Wt Footing Wt Soil Weight 0.6(GB + FTG +SOIL)Passive Total FOS NODE k k k k k k k Resistance Frame 1 9 1.51 0.84 17.72 29.4 25.1 16.2 63.2 62.7 26.78 48.7 1.66 10 1.51 0.77 17.72 (2) 6X6X1.5 57 58 SCSE A Carver SK-1 Oct 19, 2021 MASONRY WALL ANALYSIS.r3d 59 SCSE A Carver SK-2 Oct 19, 2021 MASONRY WALL ANALYSIS.r3d 60 SCSE A Carver SK-3 Oct 19, 2021 MASONRY WALL ANALYSIS.r3d 61 Detail Report:WP1 Enveloped Results Input Data: Code: Special Insp: Design Rule: Wall Area: Transfer In?: Transfer Out?: K: Use Cracked?: In Icr Factor: Out Icr Factor: Custom Regions: TMS 402-16: ASD Yes Typical NCMA No No 1 Yes 0.5 0.5 No Material Properties: Material Type: Material Set: Material f'm (ksi): Material Em (ksi): Masonry Gen Masonry 1.5 1050 Blk Material: Grt Weight: Mortar Type: Cement Type: Gen Masonry Type M or S Portland, Lime/Mortar Steel fy (ksi): Steel E (ksi): 60 29000 Geometry: Total Height (ft): Total Length (ft): Total Lintel Depth (in): 15 17 16 Blk Nom Width: Blk Grouting: 1.5 Shear Factor: 12" Fully Grouted Yes Design Summary: Enveloped Results Limit State Region Gov. LC Required Available Unity Check Result UC Max In Plane R1 3 24.7432 ksi 32 ksi 0.7732 PASS R1 3 24.7432 ksi 32 ksi 0.7732 PASS UC Shear In Plane R1 3 0.0209 ksi 0.0455 ksi 0.4593 PASS R1 3 0.0209 ksi 0.0455 ksi 0.4593 PASS UC Max Out of Plane R1 1 0.0209 ksi 0.3201 ksi 0.0652 PASS R1 1 0.0209 ksi 0.3201 ksi 0.0652 PASS UC Shear Out of Plane R1 N/A 0 ksi 0.0387 ksi 0 PASS R1 N/A 0 ksi 0.0387 ksi 0 PASS Wall Reinforcement Region Vertical Reinforcement Horizontal Reinforcement Boundary Reinforcement R1 #5@72" oc ctr Not Reqd. 2-#6 ctr RISA-3D Version 19 [ MASONRY WALL ANALYSIS.r3d ]Page 1 Company Designer Job Number Model Name : : : : SCSE A Carver Checked By : __________ 62 Lintel Reinforcement Lintel Flexural Reinforcement Shear Reinforcement Region Design Gov. LC Required Available Unity Check Result Region R1 (In-Plane)3 24.743 ksi 32 ksi 0.773 PASS Max: 49.507 at 0 ft Min: 29.745 at 15 ft P k Axial Diagram Max: 31.718 at 7.5 ft Min: -31.715 at 7.5 ft V k Shear Diagram Max: 400.713 at 0 ft Min: -600.699 at 0 ft M k-ft Moment Diagram Region Criteria Code: Special Insp: Wall Area: Hor Bar Size: Vert Bar Size: Number of Tension Bars: Effective Depth (in): TMS 402-16: ASD Yes NCMA #4 #6 2 196 Materials Masonry f'm (ksi): Masonry Em (ksi): Steel fy G (ksi): Steel E (ksi): Blk Material: Grt Weight: Wall Dead Wt (ksf): 1.5 1050 60 29000 Gen Masonry 0.08 0.077 Geometry Total Height (ft): Total Length (ft): Blk Grouting: Grt/Bar Spacing Block Nom Width 1.5 Shear Factor: 15 17 Fully Grouted 72" 12" Yes Code Check: Limit State Gov. LC Required Available Unity Check Result Axial Design 1 0.021 ksi 0.32 ksi 0.065 PASS P = 49.507 k Max axial force Location = 0 ft Governing axial location r = 3.36 in Radius of gyration h'/r = 53.571 Height to width ratio R = 0.854 Reduction factor fa = 0.021 ksi Max axial stress Fa = 0.32 ksi Allowable axial stress Bending Design 3 24.743 ksi 32 ksi 0.773 PASS M = 550.668 k-ft Max moment RISA-3D Version 19 [ MASONRY WALL ANALYSIS.r3d ]Page 2 Company Designer Job Number Model Name : : : : SCSE A Carver Checked By : __________ 63 Location = 0 ft Governing bending location S = 80631 in3 Section modulus Asv = 0.884 in2 Tension steel p = 0.0003878 Percentage of steel k*d = 39.325 in Length of compression block j = 0.93 Ratio of distance between centroid of compressive and tensile forces fb = 0.212 ksi Max bending stress Fb = 0.675 ksi Allowable bending stress fs = 24.743 ksi Max steel bending stress Fs = 32 ksi Allowable steel bending stress Cracked Sect Analysis fm = fa + fb : 0.225 ksi C : 51.398 k T : 21.693 k Combined Checks 0.333 PASS (fa + fb) / Fb = 0.333 Combined axial and bending code check fa / Fa = 0.065 Axial code check fs / Fs = 0.773 Flexural code check Shear Design 3 0.021 ksi 0.045 ksi 0.459 PASS V = 31.714 k Max shear force Location = 15 ft Governing shear location Corresponding M = 600.699 k-ft Max moment Corresponding A = 17.847 k Max axial force M/(V*d) = 1 Ratio used in shear capacity Shear Steel Area = Not Reqd.Shear area per bar Shear spacing = N/A Spacing of shear steel Peri of Bars = N/A in Perimiter of reinforcing bars fv = 0.021 ksi Max shear stress Fv = 0.045 ksi Allowable shear stress Fvm = 0.045 ksi Allowable masonry shear stress Fv max = 0.077 ksi Allowable steel shear stress Gammag = 1 Cross Section Detailing 16 No horizontal reinforcement required NOTE: All units are in "in" RISA-3D Version 19 [ MASONRY WALL ANALYSIS.r3d ]Page 3 Company Designer Job Number Model Name : : : : SCSE A Carver Checked By : __________ 64 Region R1 (Out-of-Plane) 1 0.021 ksi 0.32 ksi 0.065 PASS Max: 2.912 at 0 ft Min: 1.75 at 15 ft P k/ft Axial Diagram V k/ft Shear Diagram M k-ft/ft Moment Diagram Region Criteria Code: Special Insp: Wall Area: Type of Design: Reinforced: Vert Bar Size: TMS 402-16: ASD Yes NCMA ASD Yes #6 Materials Masonry f'm (ksi): Masonry Em (ksi): Steel fy G (ksi): Steel E (ksi): Blk Material: Grt Weight: Wall Dead Wt (ksf): Mortar Type: Cement Type: 1.5 1050 60 29000 Gen Masonry 0.08 0.077 Type M or S Portland, Lime/Mortar Geometry Total Height (ft): Eq Sld Thickness (in): Blk Grouting: Grt/Bar Spacing Loc of r/f: 15 11.625 Fully Grouted 72 Center Code Check: Limit State Gov. LC Required Available Unity Check Result Axial Design 1 0.021 ksi 0.32 ksi 0.065 PASS P = 2.912 k/ft Max Axial Location = 0 ft Governing location r = 3.36 in Radius of Gyration h'/r = 53.571 Height to width ratio fa = 0.021 ksi Max axial stress Fa = 0.32 ksi Allowable axial stress Bending Design 1 0 ksi 32 ksi 0 PASS M = 0 k-ft/ft Max moment Location = 0 ft Governing location k = 0.182 Effective length factor d = 5.812 in Depth of flexural reinforcement j = 0.939 Ratio of distance between centroid of compressive and tensile forces RISA-3D Version 19 [ MASONRY WALL ANALYSIS.r3d ]Page 4 Company Designer Job Number Model Name : : : : SCSE A Carver Checked By : __________ 65 fb = 0 ksi Max bending stress Fb = 0.675 ksi Allowable bending stress fs = 0 ksi Max steel bending stress Fs = 32 ksi Allowable steel bending stress Combined Checks PASS (fa + fb) / Fb = 0.031 Combined axial and bending code check fa / Fa = 0.065 Axial code check fs / Fs = 0 Flexural code check Shear Design N/A 0 ksi 0.039 ksi 0 PASS V = 0 k/ft Max shear force Location = 0 ft Governing shear location Width for Shear = 0 in Width used to calculate shear capacity Corresponding M = 0 k-ft/ft Max moment Corresponding P = 0 k/ft Max axial force M/(V*d) = 0 Ratio used in shear capacity Gammag = 1 fv = 0 ksi Max shear stress Fv = 0.039 ksi Allowable shear stress Fv max = 0.116 ksi Allowable steel shear stress Cross Section Detailing #5 @ 72 NOTE: All units are in "in" z x RISA-3D Version 19 [ MASONRY WALL ANALYSIS.r3d ]Page 5 Company Designer Job Number Model Name : : : : SCSE A Carver Checked By : __________ 66 SCSE A Carver Title SK - 1 Oct 19, 2021 at 3:25 PM MASONRY WALL ANALYSIS.r3d R3D_N1 R3D_N2 R3D_N55 R3D_N56 R3D_N57 R3D_N68 R3D_N69 R3D_N76 R3D_N81 N12 N13 N14 N15 XZ 67 SCSE A Carver Title SK - 2 Oct 19, 2021 at 3:25 PM MASONRY WALL ANALYSIS.r3d -0.312k 0.95k 1.471k 6.537k -0.352k 3.428k -0.333k 4.566k -0.335k 5.787k -0.003k 8.587k 0.528k 10.18k -0.394k 2.328k -0.27k 7.143k XZ Loads: DL - Dead Load 68 SCSE A Carver Title SK - 3 Oct 19, 2021 at 3:26 PM MASONRY WALL ANALYSIS.r3d 0.2k -1.014k 0.746k 3.547k -0.09k-0.047k -0.181k 0.876k -0.273k 1.871k -0.2k 4.165k 0.117k 5.396k -0.008k-1.014k -0.311k 2.98k XZ Loads: RLL - Roof Live Load 69 SCSE A Carver Title SK - 4 Oct 19, 2021 at 3:26 PM MASONRY WALL ANALYSIS.r3d 5.34k -17.805k 4.914k 18.192k 5.821k -11.116k 5.747k -5.801k 5.359k -0.876k 4.214k 11.335k 3.884k 20.805k 5.289k -19.348k 4.732k 4.613k XZ Loads: EL - Earthquake Load 70 Company : SCSE Oct 19, 2021 3:29 PMDesigner : A Carver Job Number :Checked By:_____ Model Name : Title (Global) Model Settings Display Sections for Member Calcs Max Internal Sections for Member Calcs Mesh Size (in) Max Iterations Merge Tolerance (in) Solver Coefficient of Friction 5 100 12 10 0.12 Sparse Accelerated 0.3 No. of Shear Regions Shear Region Spacing Increment (in) Min 1 Bar Dia Spacing for Beams? Optimize footings for OTM / Sliding? Parme Beta Factor Pile Safety Factor Concrete Stress Block Concrete Rebar Set Concrete Code HR Steel Pile Code Wood Pile Code 4 4 No Yes 0.65 3 0 Rectangular ASTM A615 ACI 318-19 AISC 15th (360-16): ASD AWC NDS-18: ASD Concrete Properties Label E [ksi] G [ksi] Nu Therm (/1E...Density[k/ft... f'c[ksi] Lambda Flex Steel[... Shear Stee... 1 Conc3000NW 3156 1372 0.15 0.6 0.145 3 1 60 60 2 Conc3500NW 3409 1482 0.15 0.6 0.145 3.5 1 60 60 3 Conc4000NW 3644 1584 0.15 0.6 0.145 4 1 60 60 4 Conc3000LW 2085 907 0.15 0.6 0.11 3 0.75 60 60 5 Conc3500LW 2252 979 0.15 0.6 0.11 3.5 0.75 60 60 6 Conc4000LW 2408 1047 0.15 0.6 0.11 4 0.75 60 60 General Design Parameters Label Max Bending Chk Max Shear Chk Top Cover[in] Bottom Cover[in] 1 Typical 1 1 1.5 1.5 Beam Rebar Parameters Label Optimize Rebar Min Flex Bar Max Flex Bar Shear Bar Legs per Stirr... Side Cover[in] Top/Bottom B...Shear Bar Sp... 1 Typical Optimize #6 #10 #4 2 1.5 2 12 Slab Rebar Parameters Label Top BarBottom ...Max Top Ba...Min Top Bar...Max Bot Bar...Min Bot Bar ...Spacing I... Side Cover[in] Rebar Options 1 Typical #3 #8 18 3 18 3 2 0 Optimize General Properties Label Min Steel ...Max Steel... Material Design Ru...Equal Bar Spacing Group Design Concrete Bearing Force Top Bar 1 Footing 1 0.002 0.007 Conc3000...Typical Yes Footing Geometry Label Max Length[...Min Length[ft]Max Width[ft] Min W idth[ft] L/W Increm...Max Thickn...Min Thickne...Thick Incre... Force Sq... 1 Footing 1 10 2 10 2 0.5 24 12 1 RISAFoundation Version 13.0.4 Page 1 [S:\...\2021\21-014\CALCS\MASONRY WALL ANALYSIS.r3d] 71 Company : SCSE Oct 19, 2021 3:29 PMDesigner : A Carver Job Number :Checked By:_____ Model Name : Title Soil Properties Label Overburden[ksf] Passive[k] Friction Coefficient Gross/Net 1 Footing 1 0.1 0 0.3 Gross Soil Definitions Label Subgrade Modulus[k/ft^3] Allowable Bearing[ksf]Depth Properties Default? 1 Default 100 3 None Yes Point Loads and Moments (Cat 1 : DL) Label Direction Magnitude[k,k-ft] 1 R3D_N1 X -0.312 2 R3D_N1 Y 0.95 3 R3D_N2 X 1.471 4 R3D_N2 Y 6.537 5 R3D_N55 X -0.352 6 R3D_N55 Y 3.428 7 R3D_N56 X -0.333 8 R3D_N56 Y 4.566 9 R3D_N57 X -0.335 10 R3D_N57 Y 5.787 11 R3D_N68 X -0.003 12 R3D_N68 Y 8.587 13 R3D_N69 X 0.528 14 R3D_N69 Y 10.18 15 R3D_N76 X -0.394 16 R3D_N76 Y 2.328 17 R3D_N81 X -0.27 18 R3D_N81 Y 7.143 Point Loads and Moments (Cat 3 : EL) Label Direction Magnitude[k,k-ft] 1 R3D_N1 X 5.34 2 R3D_N1 Y -17.805 3 R3D_N2 X 4.914 4 R3D_N2 Y 18.192 5 R3D_N55 X 5.821 6 R3D_N55 Y -11.116 7 R3D_N56 X 5.747 8 R3D_N56 Y -5.801 9 R3D_N57 X 5.359 10 R3D_N57 Y -0.876 11 R3D_N68 X 4.214 12 R3D_N68 Y 11.335 13 R3D_N69 X 3.884 14 R3D_N69 Y 20.805 15 R3D_N76 X 5.289 16 R3D_N76 Y -19.348 17 R3D_N81 X 4.732 18 R3D_N81 Y 4.613 Point Loads and Moments (Cat 6 : RLL) Label Direction Magnitude[k,k-ft] 1 R3D_N1 X 0.2 2 R3D_N1 Y -1.014 3 R3D_N2 X 0.746 4 R3D_N2 Y 3.547 5 R3D_N55 X -0.09 RISAFoundation Version 13.0.4 Page 2 [S:\...\2021\21-014\CALCS\MASONRY WALL ANALYSIS.r3d] 72 Company : SCSE Oct 19, 2021 3:29 PMDesigner : A Carver Job Number :Checked By:_____ Model Name : Title Point Loads and Moments (Cat 6 : RLL) (Continued) Label Direction Magnitude[k,k-ft] 6 R3D_N55 Y -0.047 7 R3D_N56 X -0.181 8 R3D_N56 Y 0.876 9 R3D_N57 X -0.273 10 R3D_N57 Y 1.871 11 R3D_N68 X -0.2 12 R3D_N68 Y 4.165 13 R3D_N69 X 0.117 14 R3D_N69 Y 5.396 15 R3D_N76 X -0.008 16 R3D_N76 Y -1.014 17 R3D_N81 X -0.311 18 R3D_N81 Y 2.98 Line Loads and Moments Start Point End Point Direction Start Magnitude[k/ft,k-ft/ft] End Magnitude[k/ft,k-ft/ft] No Data to Print ... Area Loads Label Base Mag[ksf]Peak Mag[ksf] No Data to Print ... Slabs Label Thickness [in] Material Local Axis Angle [...Analysis Offset [in] Passive Pressure...Soil Over... Icr Factor 1 S1 24 Conc3000NW 0 0 0 0 0.25 Load Combinations Label So...Se...A... SF Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac... 1 D+0.7E Yes Yes DL 1 EL 0.7 2 D-0.7E Yes Yes DL 1 EL -0.7 3 0.6D+0.7E Yes Yes DL 0.6 EL 0.7 4 0.6D-0.7E Yes Yes DL 0.6 EL -0.7 5 1.2D+E Yes DL 1.2 EL 1 6 1.2D-E Yes DL 1.2 EL -1 Design Cuts Label Design Rule No Data to Print ... Design Strips Label Rebar Angle from Pl... No. of Design Cuts Design Rule No Data to Print ... Load Categories Category Point Loads Line Loads Area Loads 1 DL 18 2 EL 18 3 RLL 18 RISAFoundation Version 13.0.4 Page 3 [S:\...\2021\21-014\CALCS\MASONRY WALL ANALYSIS.r3d] 73 Company : SCSE Oct 19, 2021 3:29 PMDesigner : A Carver Job Number :Checked By:_____ Model Name : Title Design Cut Results Label UC Top LC UC Bot LC Shear UC LC Phi*Mnz ... Phi*Mnz ... Phi*Vny[k] Top Flex ...Bot/Mid F... No Data to Print ... Strip Reinforcing Label UC Top LC Top Bars Governin... UC Bot LC Bot Bars/...Governin... UC Shear LC Governin... No Data to Print ... Footing Geometry Results Joint Footing Length[ft] Width[ft] Thickness[in] ex[in] ez[in] Pedestal Ht[in] Ped Xdim[in] Ped Zdim[in] No Data to Print ... Footing Steel Joint Footing Bot x Steel[in^2] Bot z Steel[in^2] Top x Steel[in...Top z Steel[in... Ped Long Ped Shear No Data to Print ... Footing Code Check Joint Footing Bearing Ra...Bearing Pr... Gov LC UC Max Muxx[k-ft] Gov LC UC Max Muzz[k-ft] Gov LC No Data to Print ... Footing Shear Check Joint Footing UC Shear Vux[k] Gov LC UC Shear Vuz[k] Gov LC No Data to Print ... Footing Safety Factors Joint Footing OSF-xx LC OSF-zz LC SR-xx LC SR-zz LC No Data to Print ... Slab Overturning Safety Factors LC Slab Angle[deg] Mo-xx[k-ft] Ms-xx[k-ft] Mo-zz[k-ft] Ms-zz[k-ft] Ms-xx/Mo-xx Ms-zz/Mo-zz 1 1 S1 0 0 257.893 539.07 1931.981 9.99+3.584 2 2 S1 0 0 257.893 539.07 1884.837 9.99+3.496 3 3 S1 0 0 154.736 539.07 1159.189 9.99+2.15 4 4 S1 0 0 154.736 539.07 1130.902 9.99+2.098 Slab Sliding Safety Factors LC Slab Angle[deg] Va-xx[k] Vr-xx[k] Va-zz[k] Vr-zz[k] SR-xx SR-zz 1 1 S1 0 31.71 30.947 0 30.947 0.976 9.99+ 2 2 S1 0 31.71 30.947 0 30.947 0.976 9.99+ 3 3 S1 0 31.71 18.568 0 18.568 0.586 9.99+ 4 4 S1 0 31.71 18.568 0 18.568 0.586 9.99+ Slab Overturning by Category LC Slab Category Descri... Mo-xx[k-ft] Ms-xx[k-ft] Mo-zz[k-ft] Ms-zz[k-ft] 1 1 S1 DL 0 257.893 0 1931.981 2 1 S1 EL 0 0 539.07 0 3 2 S1 DL 0 257.893 0 -1884.837 4 2 S1 EL 0 0 539.07 0 5 3 S1 DL 0 154.736 0 1159.189 6 3 S1 EL 0 0 539.07 0 7 4 S1 DL 0 154.736 0 -1130.902 8 4 S1 EL 0 0 539.07 0 RISAFoundation Version 13.0.4 Page 4 [S:\...\2021\21-014\CALCS\MASONRY WALL ANALYSIS.r3d] 74 Company : SCSE Oct 19, 2021 3:29 PMDesigner : A Carver Job Number :Checked By:_____ Model Name : Title Slab Sliding by Category LC Slab Category Descri... Va-xx[k] Vr-xx[k] Va-zz[k] Vr-zz[k] 1 1 S1 DL 0 30.947 0 30.947 2 1 S1 EL 31.71 0 0 0 3 2 S1 DL 0 30.947 0 30.947 4 2 S1 EL -31.71 0 0 0 5 3 S1 DL 0 18.568 0 18.568 6 3 S1 EL 31.71 0 0 0 7 4 S1 DL 0 18.568 0 18.568 8 4 S1 EL -31.71 0 0 0 Envelope Soil Pressures Label Max UC Max LC Soil Pressure[ksf] Allowable Bearing[ksf] 1 N14 0.061 2 0.182 3 2 N12 0.2 2 0.601 3 3 N15 0.2 2 0.601 3 4 N13 0.061 2 0.182 3 5 R3D_N1 0.304 2 0.913 3 6 R3D_N2 0.376 1 1.129 3 7 R3D_N55 0.314 2 0.943 3 8 R3D_N56 0.294 2 0.881 3 9 R3D_N57 0.263 1 0.789 3 10 R3D_N68 0.373 1 1.12 3 11 R3D_N69 0.39 1 1.17 3 12 R3D_N76 0.318 2 0.954 3 13 R3D_N81 0.329 1 0.986 3 14 N16 0.293 2 0.88 3 15 N17 0.294 2 0.882 3 16 N18 0.305 2 0.916 3 17 N19 0.305 2 0.915 3 18 N20 0.381 1 1.143 3 19 N21 0.382 1 1.146 3 20 N22 0.368 1 1.104 3 21 N23 0.367 1 1.102 3 22 N24 0.306 2 0.919 3 23 N25 0.306 2 0.919 3 24 N26 0.295 2 0.886 3 25 N27 0.295 2 0.886 3 26 N28 0.323 1 0.97 3 27 N29 0.324 1 0.971 3 28 N30 0.293 1 0.88 3 29 N31 0.293 1 0.879 3 30 N32 0.293 2 0.88 3 31 N33 0.294 2 0.881 3 32 N34 0.305 2 0.915 3 33 N35 0.305 2 0.915 3 34 N36 0.318 2 0.954 3 35 N37 0.318 2 0.953 3 36 N38 0.318 2 0.953 3 37 N39 0.318 2 0.953 3 38 N40 0.318 2 0.954 3 39 N41 0.319 2 0.957 3 40 N42 0.318 2 0.954 3 41 N43 0.318 2 0.953 3 42 N44 0.262 2 0.786 3 43 N45 0.262 2 0.786 3 44 N46 0.293 1 0.88 3 45 N47 0.293 1 0.879 3 RISAFoundation Version 13.0.4 Page 5 [S:\...\2021\21-014\CALCS\MASONRY WALL ANALYSIS.r3d] 75 Company : SCSE Oct 19, 2021 3:29 PMDesigner : A Carver Job Number :Checked By:_____ Model Name : Title Envelope Soil Pressures (Continued) Label Max UC Max LC Soil Pressure[ksf] Allowable Bearing[ksf] 46 N48 0.217 2 0.652 3 47 N49 0.217 2 0.652 3 48 N50 0.234 2 0.702 3 49 N51 0.234 2 0.702 3 50 N52 0.282 2 0.846 3 51 N53 0.282 2 0.846 3 52 N54 0.295 2 0.886 3 53 N55 0.295 2 0.886 3 54 N56 0.251 2 0.752 3 55 N57 0.251 2 0.752 3 56 N58 0.234 2 0.702 3 57 N59 0.234 2 0.702 3 58 N60 0.249 1 0.746 3 59 N61 0.249 1 0.747 3 60 N62 0.221 1 0.663 3 61 N63 0.221 1 0.663 3 62 N64 0.369 1 1.107 3 63 N65 0.369 1 1.108 3 64 N66 0.383 1 1.149 3 65 N67 0.383 1 1.148 3 66 N68 0.381 1 1.143 3 67 N69 0.381 1 1.144 3 68 N70 0.368 1 1.103 3 69 N71 0.367 1 1.102 3 70 N72 0.302 1 0.906 3 71 N73 0.303 1 0.908 3 72 N74 0.327 1 0.982 3 73 N75 0.327 1 0.98 3 74 N76 0.302 1 0.906 3 75 N77 0.302 1 0.906 3 76 N78 0.327 1 0.98 3 77 N79 0.327 1 0.98 3 78 N80 0.389 1 1.168 3 79 N81 0.389 1 1.168 3 80 N82 0.383 1 1.149 3 81 N83 0.383 1 1.148 3 82 N84 0.082 1 0.246 3 83 N85 0.082 1 0.246 3 84 N86 0.11 1 0.329 3 85 N87 0.11 1 0.329 3 86 N88 0.193 1 0.579 3 87 N89 0.193 1 0.579 3 88 N90 0.221 1 0.663 3 89 N91 0.221 1 0.663 3 90 N92 0.137 1 0.412 3 91 N93 0.137 1 0.412 3 92 N94 0.11 1 0.329 3 93 N95 0.11 1 0.329 3 94 N96 0.313 2 0.94 3 95 N97 0.313 2 0.94 3 96 N98 0.305 2 0.915 3 97 N99 0.349 1 1.047 3 98 N100 0.349 1 1.048 3 99 N101 0.368 1 1.103 3 100 N102 0.282 2 0.846 3 101 N103 0.282 2 0.846 3 102 N104 0.296 2 0.887 3 RISAFoundation Version 13.0.4 Page 6 [S:\...\2021\21-014\CALCS\MASONRY WALL ANALYSIS.r3d] 76 Company : SCSE Oct 19, 2021 3:29 PMDesigner : A Carver Job Number :Checked By:_____ Model Name : Title Envelope Soil Pressures (Continued) Label Max UC Max LC Soil Pressure[ksf] Allowable Bearing[ksf] 103 N105 0.262 2 0.786 3 104 N106 0.262 2 0.787 3 105 N107 0.293 1 0.879 3 106 N108 0.313 2 0.94 3 107 N109 0.314 2 0.942 3 108 N110 0.323 1 0.97 3 109 N111 0.324 1 0.972 3 110 N112 0.251 2 0.752 3 111 N113 0.251 2 0.752 3 112 N114 0.234 2 0.702 3 113 N115 0.306 2 0.919 3 114 N116 0.307 2 0.921 3 115 N117 0.217 2 0.652 3 116 N118 0.217 2 0.651 3 117 N119 0.193 1 0.579 3 118 N120 0.193 1 0.579 3 119 N121 0.221 1 0.663 3 120 N122 0.389 1 1.168 3 121 N123 0.39 1 1.171 3 122 N124 0.383 1 1.149 3 123 N125 0.349 1 1.047 3 124 N126 0.349 1 1.047 3 125 N127 0.369 1 1.107 3 126 N128 0.37 1 1.11 3 127 N129 0.137 1 0.412 3 128 N130 0.137 1 0.412 3 129 N131 0.11 1 0.329 3 130 N132 0.249 1 0.746 3 131 N133 0.249 1 0.746 3 132 N134 0.082 1 0.246 3 133 N135 0.082 1 0.246 3 134 N136 0.294 2 0.881 3 135 N137 0.279 2 0.837 3 136 N138 0.279 2 0.837 3 137 N139 0.279 2 0.837 3 138 N140 0.381 1 1.144 3 139 N141 0.389 1 1.166 3 140 N142 0.389 1 1.166 3 141 N143 0.389 1 1.168 3 142 N144 0.315 2 0.944 3 143 N145 0.314 2 0.942 3 144 N146 0.314 2 0.942 3 145 N147 0.349 1 1.048 3 146 N148 0.349 1 1.047 3 147 N149 0.349 1 1.048 3 148 N150 0.279 2 0.837 3 149 N151 0.279 2 0.837 3 150 N152 0.314 2 0.942 3 151 N153 0.314 2 0.942 3 152 N154 0.318 2 0.953 3 153 N155 0.318 2 0.953 3 154 N156 0.2 2 0.601 3 155 N157 0.2 2 0.601 3 156 N158 0.267 2 0.8 3 157 N159 0.267 2 0.8 3 158 N160 0.267 2 0.801 3 159 N161 0.267 2 0.8 3 RISAFoundation Version 13.0.4 Page 7 [S:\...\2021\21-014\CALCS\MASONRY WALL ANALYSIS.r3d] 77 Company : SCSE Oct 19, 2021 3:29 PMDesigner : A Carver Job Number :Checked By:_____ Model Name : Title Envelope Soil Pressures (Continued) Label Max UC Max LC Soil Pressure[ksf] Allowable Bearing[ksf] 160 N162 0.267 2 0.801 3 161 N163 0.276 1 0.827 3 162 N164 0.276 1 0.828 3 163 N165 0.276 1 0.829 3 164 N166 0.349 1 1.047 3 165 N167 0.349 1 1.048 3 166 N168 0.389 1 1.166 3 167 N169 0.389 1 1.166 3 168 N170 0.276 1 0.828 3 169 N171 0.276 1 0.829 3 170 N172 0.303 1 0.908 3 171 N173 0.327 1 0.982 3 172 N174 0.061 2 0.182 3 173 N175 0.061 2 0.182 3 174 N176 0.165 1 0.495 3 175 N177 0.165 1 0.495 3 176 N178 0.165 1 0.496 3 177 N179 0.165 1 0.495 3 178 N180 0.165 1 0.496 3 179 N181 0.282 2 0.846 3 180 N182 0.262 2 0.786 3 181 N183 0.313 2 0.94 3 182 N184 0.324 1 0.971 3 183 N185 0.251 2 0.752 3 184 N186 0.306 2 0.919 3 185 N187 0.217 2 0.652 3 186 N188 0.2 2 0.601 3 187 N189 0.193 1 0.579 3 188 N190 0.389 1 1.168 3 189 N191 0.349 1 1.048 3 190 N192 0.369 1 1.108 3 191 N193 0.137 1 0.412 3 192 N194 0.249 1 0.747 3 193 N195 0.082 1 0.246 3 194 N196 0.061 2 0.182 3 Envelope Slab Soil Pressures Label Max UC Max LC Soil Pressure[ksf] Allowable Bearing[ksf] Point 1 S1 0.39 1 1.171 3 N123 Envelope Footing Soil Pressures Label Max UC Max LC Soil Pressure[ksf] Allowable Bearing[ksf] Point No Data to Print ... RISAFoundation Version 13.0.4 Page 8 [S:\...\2021\21-014\CALCS\MASONRY WALL ANALYSIS.r3d] 78 79 80 SCSE A Carver 21-014 Joey Newport Mechanical Screen SK-1 Oct 19, 2021 MECH SCREEN.r3d 81 SCSE A Carver 21-014 Joey Newport Mechanical Screen SK-2 Oct 19, 2021 MECH SCREEN.r3d 82 SCSE A Carver 21-014 Joey Newport Mechanical Screen SK-3 Oct 19, 2021 MECH SCREEN.r3d 83 SCSE A Carver 21-014 Joey Newport Mechanical Screen SK-4 Oct 19, 2021 MECH SCREEN.r3d 84 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 1 Node Coordinates Label X [ft] Y [ft] Z [ft] Detach From Diaphragm 1 N1 0 -0.25 0 2 N2 0 11.5 0 3 N3 0 2.5 0 4 N4 30 -0.25 0 5 N5 30 11.5 0 6 N6 30 2.5 0 7 N7 60 -0.25 0 8 N8 60 11.5 0 9 N9 60 2.5 0 10 N10 10 -0.25 0 11 N11 10 11.5 0 12 N12 10 2.5 0 13 N13 20 2.5 0 14 N14 20 11.5 0 15 N15 20 -0.25 0 16 N16 40 2.5 0 17 N17 40 11.5 0 18 N18 40 -0.25 0 19 N19 50 2.5 0 20 N20 50 11.5 0 21 N21 50 -0.25 0 22 N22 88 -0.25 0 23 N23 79 -0.25 0 24 N24 70 2.5 0 25 N25 88 11.5 0 26 N26 79 2.5 0 27 N27 88 2.5 0 28 N28 70 -0.25 0 29 N29 70 11.5 0 30 N30 79 11.5 0 31 N31 30 0 29 32 N32 70 2.5 29 33 N33 0 11.5 29 34 N34 0 0 29 35 N35 0 2.5 29 36 N36 30 11.5 29 37 N37 30 2.5 29 38 N38 60 11.5 29 39 N39 60 0 29 40 N40 60 2.5 29 41 N41 10 0 29 42 N42 10 11.5 29 43 N43 10 2.5 29 44 N44 20 2.5 29 45 N45 40 2.5 29 46 N46 20 11.5 29 47 N47 88 11.5 29 48 N48 20 0 29 49 N49 40 0 29 50 N50 40 11.5 29 51 N51 50 2.5 29 52 N52 50 11.5 29 53 N53 50 0 29 54 N54 88 2.5 29 55 N55 70 0 29 85 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 2 Node Coordinates (Continued) Label X [ft] Y [ft] Z [ft] Detach From Diaphragm 56 N56 70 11.5 29 57 N57 79 0 29 58 N58 79 2.5 29 59 N59 79 11.5 29 60 N60 88 0 29 61 N61 0 11.5 4.833 62 N62 0 2.5 4.833 63 N63 88 11.5 4.833 64 N64 88 2.5 4.833 65 N65 88 0 4.833 66 N66 0 0 4.833 67 N67 0 11.5 9.667 68 N68 0 2.5 9.667 69 N69 88 11.5 9.667 70 N70 88 2.5 9.667 71 N71 88 2.5 14.5 72 N72 88 0.25 9.667 73 N73 0 0.25 9.667 74 N74 0 11.5 14.5 75 N75 88 11.5 14.5 76 N76 0 2.5 14.5 77 N77 88 0.5 14.5 78 N78 0 0.5 14.5 79 N79 0 11.5 19.334 80 N80 0 2.5 19.334 81 N81 88 11.5 19.334 82 N82 88 2.5 19.334 83 N83 88 2.5 24.167 84 N84 88 0.5 19.334 85 N85 0 0.5 19.334 86 N86 0 11.5 24.167 87 N87 88 11.5 24.167 88 N88 0 2.5 24.167 89 N89 88 0.25 24.167 90 N90 0 0.25 24.167 Node Boundary Conditions Node Label X [k/in] Y [k/in] Z [k/in] X Rot [k-ft/rad] 1 N1 Reaction Reaction Reaction 2 N4 Reaction Reaction Reaction 3 N7 Reaction Reaction Reaction 4 N10 Reaction Reaction Reaction 5 N15 Reaction Reaction Reaction Reaction 6 N18 Reaction Reaction Reaction Reaction 7 N21 Reaction Reaction Reaction 8 N22 Reaction Reaction Reaction 9 N23 Reaction Reaction Reaction 10 N28 Reaction Reaction Reaction Reaction 11 N31 Reaction Reaction Reaction 12 N34 Reaction Reaction Reaction 13 N39 Reaction Reaction Reaction 14 N41 Reaction Reaction Reaction 15 N48 Reaction Reaction Reaction Reaction 16 N49 Reaction Reaction Reaction Reaction 17 N53 Reaction Reaction Reaction 86 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 3 Node Boundary Conditions (Continued) Node Label X [k/in] Y [k/in] Z [k/in] X Rot [k-ft/rad] 18 N55 Reaction Reaction Reaction Reaction 19 N57 Reaction Reaction Reaction 20 N60 Reaction Reaction Reaction 21 N65 Reaction Reaction Reaction 22 N66 Reaction Reaction Reaction 23 N72 Reaction Reaction Reaction 24 N73 Reaction Reaction Reaction 25 N77 Reaction Reaction Reaction 26 N78 Reaction Reaction Reaction 27 N84 Reaction Reaction Reaction 28 N85 Reaction Reaction Reaction 29 N89 Reaction Reaction Reaction 30 N90 Reaction Reaction Reaction Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] Yield [ksi] Ry Fu [ksi] Rt 1 A992 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 0.3 0.65 0.49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 0.3 0.65 0.527 42 1.4 58 1.3 5 A500 Gr.B RECT 29000 11154 0.3 0.65 0.527 46 1.4 58 1.3 6 A500 Gr.C RND 29000 11154 0.3 0.65 0.527 46 1.4 62 1.3 7 A500 Gr.C RECT 29000 11154 0.3 0.65 0.527 50 1.4 62 1.3 8 A53 Gr.B 29000 11154 0.3 0.65 0.49 35 1.6 60 1.2 9 A1085 29000 11154 0.3 0.65 0.49 50 1.4 65 1.3 10 A913 Gr.65 29000 11154 0.3 0.65 0.49 65 1.1 80 1.1 Cold Formed Steel Properties Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] Yield [ksi] Fu [ksi] 1 A653 SS Gr33 29500 11346 0.3 0.65 0.49 33 45 2 A653 SS Gr50/1 29500 11346 0.3 0.65 0.49 50 65 Wood Properties Label Type Database Species Grade Cm EmodNu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] 1 DF Solid Sawn Visually Graded Douglas Fir-Larch No.1 1 0.3 0.3 0.035 2 SP Solid Sawn Visually Graded Southern Pine No.1 1 0.3 0.3 0.035 3 HF Solid Sawn Visually Graded Hem-Fir No.1 1 0.3 0.3 0.035 4 SPF Solid Sawn Visually Graded Spruce-Pine-fir No.1 1 0.3 0.3 0.035 5 24F-1.8E DF Balanced Glulam NDS Table 5A 24F-1.8E_DF_BAL na 1 0.3 0.3 0.035 6 24F-1.8E DF Unbalanced Glulam NDS Table 5A 24F-1.8E_DF_UNBAL na 1 0.3 0.3 0.035 7 24F-1.8E SP Balanced Glulam NDS Table 5A 24F-1.8E_SP_BAL na 1 0.3 0.3 0.035 8 24F-1.8E SP Unbalanced Glulam NDS Table 5A 24F-1.8E_SP_UNBAL na 1 0.3 0.3 0.035 9 1.3E-1600F_VERSALAM SCL Boise Cascade 1.3E-1600F_VERSALAM na 1 0.3 0.3 0.035 10 1.35E LSL_SolidStart SCL Louisiana Pacific 1.35E LSL_SolidStart na 1 0.3 0.3 0.035 11 1.3E_RIGIDLAM LVL SCL Roseburg Forest Products 1.3E_RIGIDLAM LVL na 1 0.3 0.3 0.035 12 2.0E_DF Parallam PSL SCL TrusJoist 2.0E_DF Parallam PSL na 1 0.3 0.3 0.035 13 LVL_PRL_1.5E_2250F Custom N/A LVL_PRL_1.5E_2250F na 1 0.3 0.3 0.035 14 LVL_Microlam_1.9E_2600F Custom N/A LVL_Microllam_1.9E_2600F na 1 0.3 0.3 0.035 15 PSL_Parallam_2.0E_2900F Custom N/A PSL_Parallam_2.0E_2900F na 1 0.3 0.3 0.035 16 LSL_TimberStrand_1.55E_2325F Custom N/A LSL_TimberStrand_1.55E_2325F na 1 0.3 0.3 0.035 87 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 4 Concrete Properties Label E [ksi]G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹]Density [k/ft³] f'c [ksi] Lambda Flex Steel [ksi]Shear Steel [ksi] 1 Conc3000NW 3156 1372 0.15 0.6 0.145 3 1 60 60 2 Conc3500NW 3409 1482 0.15 0.6 0.145 3.5 1 60 60 3 Conc4000NW 3644 1584 0.15 0.6 0.145 4 1 60 60 4 Conc3000LW 2085 907 0.15 0.6 0.11 3 0.75 60 60 5 Conc3500LW 2252 979 0.15 0.6 0.11 3.5 0.75 60 60 6 Conc4000LW 2408 1047 0.15 0.6 0.11 4 0.75 60 60 Masonry Properties Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Self Weight [k/ft³] f'm [ksi] Flex Steel [ksi] Shear Steel [ksi] 1 Concrete Matl 1350 540 0.25 0.6 Custom 1.5 60 60 2 Clay Matl 1050 420 0.25 0.6 Custom 1.5 60 60 3 Gen Masonry 1050 420 0.25 0.6 0.08 1.5 60 60 Aluminum Properties Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹]Density [k/ft³] Table B.4 kt Ftu [ksi]Fty [ksi]Fcy [ksi]Fsu [ksi] Ct 1 3003-H14 10100 3787.5 0.33 1.3 0.173 Table B.4-1 1 19 16 13 12 141 2 6061-T6 10100 3787.5 0.33 1.3 0.173 Table B.4-2 1 38 35 35 24 141 3 6063-T5 10100 3787.5 0.33 1.3 0.173 Table B.4-2 1 22 16 16 13 141 4 6063-T6 10100 3787.5 0.33 1.3 0.173 Table B.4-2 1 30 25 25 19 141 5 5052-H34 10200 3787.5 0.33 1.3 0.173 Table B.4-1 1 34 26 24 20 141 6 6061-T6 W 10100 3787.5 0.33 1.3 0.173 Table B.4-1 1 24 15 15 15 141 Stainless Steel Properties Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] n Yield [ksi] Fu [ksi] 1 A276 S316 28000 10780 0.3 0.93 0.5 5.6 30 75 2 A276 S321 29000 11165 0.3 0.73 0.48 5.6 65 94 3 A276 S304 28000 10780 0.3 0.93 0.49 5.6 30 75 General Materials Properties Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] Plate Methodology 1 gen_Conc3NW 3155 1372 0.15 0.6 0.145 Isotropic 2 gen_Conc4NW 3644 1584 0.15 0.6 0.145 Isotropic 3 gen_Conc3LW 2085 906 0.15 0.6 0.11 Isotropic 4 gen_Conc4LW 2408 1047 0.15 0.6 0.11 Isotropic 5 gen_Alum 10100 4077 0.3 1.29 0.173 Isotropic 6 gen_Steel 29000 11154 0.3 0.65 0.49 Isotropic 7 gen_Plywood 1800 38 0 0.3 0.035 Isotropic 8 RIGID 1e+6 0.3 0 0 Isotropic 9 gen_Ortho N/A N/A N/A 0.65 0.49 Orthotropic Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rule Area [in²] Iyy [in⁴] Izz [in⁴] J [in⁴] 1 HR1 W10X33 Beam Wide Flange A992 Typical 9.71 36.6 171 0.583 88 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 5 Member Primary Data Label I Node J Node Section/Shape Type Design List Material Design Rule 1 M1 N1 N2 HSS8X8X3 Column Tube A500 Gr.C RECT Typical 2 M2 N4 N5 HSS8X8X3 Column Tube A500 Gr.C RECT Typical 3 M3 N7 N8 HSS8X8X3 Column Tube A500 Gr.C RECT Typical 4 M4 N10 N11 HSS8X8X3 Column Tube A500 Gr.C RECT Typical 5 M5 N15 N14 HSS8X8X6 Column Tube A500 Gr.C RECT Typical 6 M6 N18 N17 HSS8X8X6 Column Tube A500 Gr.C RECT Typical 7 M7 N21 N20 HSS8X8X3 Column Tube A500 Gr.C RECT Typical 8 M8 N2 N25 HSS8X8X3 Beam Tube A500 Gr.C RECT Typical 9 M9 N3 N27 HSS8X8X3 Beam Tube A500 Gr.C RECT Typical 10 M10 N22 N25 HSS8X8X3 Column Tube A500 Gr.C RECT Typical 11 M11 N28 N29 HSS8X8X6 Column Tube A500 Gr.C RECT Typical 12 M12 N23 N30 HSS8X8X3 Column Tube A500 Gr.C RECT Typical 13 M13 N55 N56 HSS8X8X6 Column Tube A500 Gr.C RECT Typical 14 M14 N34 N33 HSS8X8X3 Column Tube A500 Gr.C RECT Typical 15 M15 N31 N36 HSS8X8X3 Column Tube A500 Gr.C RECT Typical 16 M16 N39 N38 HSS8X8X3 Column Tube A500 Gr.C RECT Typical 17 M17 N41 N42 HSS8X8X3 Column Tube A500 Gr.C RECT Typical 18 M18 N48 N46 HSS8X8X6 Column Tube A500 Gr.C RECT Typical 19 M19 N49 N50 HSS8X8X6 Column Tube A500 Gr.C RECT Typical 20 M20 N53 N52 HSS8X8X3 Column Tube A500 Gr.C RECT Typical 21 M21 N57 N59 HSS8X8X3 Column Tube A500 Gr.C RECT Typical 22 M22 N60 N47 HSS8X8X3 Column Tube A500 Gr.C RECT Typical 23 M23 N33 N47 HSS8X8X3 Beam Tube A500 Gr.C RECT Typical 24 M24 N35 N54 HSS8X8X3 Beam Tube A500 Gr.C RECT Typical 25 M25 N47 N25 HSS8X8X3 Beam Tube A500 Gr.C RECT Typical 26 M26 N54 N27 HSS8X8X3 Beam Tube A500 Gr.C RECT Typical 27 M27 N33 N2 HSS8X8X3 Beam Tube A500 Gr.C RECT Typical 28 M28 N35 N3 HSS8X8X3 Beam Tube A500 Gr.C RECT Typical 29 M29 N65 N63 HSS8X8X3 Column Tube A500 Gr.C RECT Typical 30 M30 N66 N61 HSS8X8X3 Column Tube A500 Gr.C RECT Typical 31 M31 N78 N74 HSS8X8X3 Column Tube A500 Gr.C RECT Typical 32 M32 N72 N69 HSS8X8X3 Column Tube A500 Gr.C RECT Typical 33 M33 N73 N67 HSS8X8X3 Column Tube A500 Gr.C RECT Typical 34 M34 N77 N75 HSS8X8X3 Column Tube A500 Gr.C RECT Typical 35 M35 N90 N86 HSS8X8X3 Column Tube A500 Gr.C RECT Typical 36 M36 N84 N81 HSS8X8X3 Column Tube A500 Gr.C RECT Typical 37 M37 N85 N79 HSS8X8X3 Column Tube A500 Gr.C RECT Typical 38 M38 N89 N87 HSS8X8X3 Column Tube A500 Gr.C RECT Typical Hot Rolled Steel Design Parameters Label Shape Length [ft] Lcomp top [ft] Function 1 M1 HSS8X8X3 11.75 Lbyy Lateral 2 M2 HSS8X8X3 11.75 Lbyy Lateral 3 M3 HSS8X8X3 11.75 Lbyy Lateral 4 M4 HSS8X8X3 11.75 Lbyy Lateral 5 M5 HSS8X8X6 11.75 Lbyy Lateral 6 M6 HSS8X8X6 11.75 Lbyy Lateral 7 M7 HSS8X8X3 11.75 Lbyy Lateral 8 M8 HSS8X8X3 88 Lbyy Lateral 9 M9 HSS8X8X3 88 Lbyy Lateral 10 M10 HSS8X8X3 11.75 Lbyy Lateral 11 M11 HSS8X8X6 11.75 Lbyy Lateral 12 M12 HSS8X8X3 11.75 Lbyy Lateral 13 M13 HSS8X8X6 11.5 Lbyy Lateral 89 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 6 Hot Rolled Steel Design Parameters (Continued) Label Shape Length [ft] Lcomp top [ft] Function 14 M14 HSS8X8X3 11.5 Lbyy Lateral 15 M15 HSS8X8X3 11.5 Lbyy Lateral 16 M16 HSS8X8X3 11.5 Lbyy Lateral 17 M17 HSS8X8X3 11.5 Lbyy Lateral 18 M18 HSS8X8X6 11.5 Lbyy Lateral 19 M19 HSS8X8X6 11.5 Lbyy Lateral 20 M20 HSS8X8X3 11.5 Lbyy Lateral 21 M21 HSS8X8X3 11.5 Lbyy Lateral 22 M22 HSS8X8X3 11.5 Lbyy Lateral 23 M23 HSS8X8X3 88 Lbyy Lateral 24 M24 HSS8X8X3 88 Lbyy Lateral 25 M25 HSS8X8X3 29 Lbyy Lateral 26 M26 HSS8X8X3 29 Lbyy Lateral 27 M27 HSS8X8X3 29 Lbyy Lateral 28 M28 HSS8X8X3 29 Lbyy Lateral 29 M29 HSS8X8X3 11.5 Lbyy Lateral 30 M30 HSS8X8X3 11.5 Lbyy Lateral 31 M31 HSS8X8X3 11 Lbyy Lateral 32 M32 HSS8X8X3 11.25 Lbyy Lateral 33 M33 HSS8X8X3 11.25 Lbyy Lateral 34 M34 HSS8X8X3 11 Lbyy Lateral 35 M35 HSS8X8X3 11.25 Lbyy Lateral 36 M36 HSS8X8X3 11 Lbyy Lateral 37 M37 HSS8X8X3 11 Lbyy Lateral 38 M38 HSS8X8X3 11.25 Lbyy Lateral Design Size and Code Check Parameters Label Max Axial/Bending Chk Max Shear Chk 1 Typical 1 1 Concrete Rebar Parameters Label Optimize Rebar ?Min Flex BarMax Flex BarShear BarLegs per StirrupTop (Column) Cover [in]Bottom Cover [in]Side Cover [in]Top/Bottom BarsAdd'l Side BarsShear Bar Spacing [in] 1 Typical Optimize #6 #10 #4 2 1.5 1.5 1.5 2 1 12 Deflection Design Label LC Ratio LC Ratio LC Ratio 1 Typical None N/A None N/A None N/A Nodal Loads and Enforced Displacements No Data to Print... Member Point Loads No Data to Print... Wall Panel Point Loads No Data to Print... 90 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 7 Diaphragm Point Loads No Data to Print... Member Distributed Loads (BLC 1 : D) Member LabelDirectionStart Magnitude [k/ft, F, ksf, k-ft/ft]End Magnitude [k/ft, F, ksf, k-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 1 M8 Y -0.025 -0.025 0 %100 2 M9 Y -0.025 -0.025 0 %100 3 M27 Y -0.025 -0.025 0 %100 4 M28 Y -0.025 -0.025 0 %100 5 M23 Y -0.025 -0.025 0 %100 6 M24 Y -0.025 -0.025 0 %100 7 M25 Y -0.025 -0.025 0 %100 8 M26 Y -0.025 -0.025 0 %100 Member Distributed Loads (BLC 2 : Wz) Member LabelDirectionStart Magnitude [k/ft, F, ksf, k-ft/ft]End Magnitude [k/ft, F, ksf, k-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 1 M8 Z 0.144 0.144 0 %100 2 M9 Z 0.144 0.144 0 %100 3 M23 Z 0.144 0.144 0 %100 4 M24 Z 0.144 0.144 0 %100 Member Distributed Loads (BLC 3 : Wx) Member LabelDirectionStart Magnitude [k/ft, F, ksf, k-ft/ft]End Magnitude [k/ft, F, ksf, k-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 1 M27 X 0.144 0.144 0 %100 2 M28 X 0.144 0.144 0 %100 3 M25 X 0.144 0.144 0 %100 4 M26 X 0.144 0.144 0 %100 Wall Panel Distributed Loads No Data to Print... Diaphragm Distributed Loads No Data to Print... Member Area Loads No Data to Print... Plate Surface Loads No Data to Print... Wall Panel Surface Loads No Data to Print... Diaphragm Surface Loads No Data to Print... 91 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 8 Basic Load Cases BLC Description Category Y Gravity Distributed 1 D None -1 8 2 Wz None 4 3 Wx None 4 Load Combinations Description Solve P-Delta BLC Factor BLC Factor 1 D Yes Y 1 1 2 0.6Wz Yes Y 2 0.6 3 D+0.6Wz Yes Y 1 1 2 0.6 4 0.6Wx Yes Y 3 0.6 5 D+0.6Wx Yes Y 1 1 3 0.6 Load Combination Design Description Service Hot Rolled Cold Formed Wood Concrete Masonry Aluminum Stainless Connection 1 D Yes Yes Yes Yes Yes Yes Yes Yes Yes 2 0.6Wz Yes Yes Yes Yes Yes Yes Yes Yes Yes 3 D+0.6Wz Yes Yes Yes Yes Yes Yes Yes Yes Yes 4 0.6Wx Yes Yes Yes Yes Yes Yes Yes Yes Yes 5 D+0.6Wx Yes Yes Yes Yes Yes Yes Yes Yes Yes Node Reactions No Data to Print... Node Reactions - Overstrength or Capacity Limit No Data to Print... Node Displacements No Data to Print... Member Section Forces No Data to Print... Maximum Member Section Forces No Data to Print... Member End Reactions No Data to Print... Member Torsion Stresses No Data to Print... Member Section Stresses No Data to Print... 92 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 9 Member Section Deflections - Service No Data to Print... Member Section Deflections - Strength No Data to Print... Beam Deflections No Data to Print... Beam Deflection Checks No Data to Print... AISC 15TH (360-16): ASD Member Steel Code Checks No Data to Print... AISI S100-16: ASD Member Cold Formed Steel Code Checks No Data to Print... AWC NDS-18: ASD Member Wood Code Checks No Data to Print... AA ADM1-15: ASD - BUILDING Member Aluminum Code Checks No Data to Print... AISC 14TH (360-10): ASD Member Stainless Steel Code Checks No Data to Print... Concrete Beam Bending Reinforcement No Data to Print... Concrete Beam Shear Reinforcement No Data to Print... Concrete Column Bending Reinforcement No Data to Print... Concrete Column Shear Reinforcement No Data to Print... Member Suggested Designs Section Set/Member Current Shape Suggested Shape Controlling Criteria Use Suggested? 1 M1 HSS8X8X3 HSS4X2X2 Strength Yes 2 M2 HSS8X8X3 HSS3.5X2.5X2 Strength Yes 3 M3 HSS8X8X3 HSS3.5X2.5X2 Strength Yes 4 M4 HSS8X8X3 HSS4X2.5X2 Strength Yes 5 M5 HSS8X8X6 HSS7X7X3 Strength Yes 6 M6 HSS8X8X6 HSS10X8X3 Strength Yes 7 M7 HSS8X8X3 HSS3.5X2.5X2 Strength Yes 8 M8 HSS8X8X3 HSS6X5X2 Strength Yes 9 M9 HSS8X8X3 HSS4X4X2 Strength Yes 10 M10 HSS8X8X3 HSS3.5X2.5X2 Strength Yes 93 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 10 Member Suggested Designs (Continued) Section Set/Member Current Shape Suggested Shape Controlling Criteria Use Suggested? 11 M11 HSS8X8X6 HSS6X6X4 Strength Yes 12 M12 HSS8X8X3 HSS3.5X2.5X2 Strength Yes 13 M13 HSS8X8X6 HSS6X6X4 Strength Yes 14 M14 HSS8X8X3 HSS4X2X2 Strength Yes 15 M15 HSS8X8X3 HSS3.5X2.5X2 Strength Yes 16 M16 HSS8X8X3 HSS3.5X2.5X2 Strength Yes 17 M17 HSS8X8X3 HSS4X2.5X2 Strength Yes 18 M18 HSS8X8X6 HSS7X7X3 Strength Yes 19 M19 HSS8X8X6 HSS8X8X3 Strength Yes 20 M20 HSS8X8X3 HSS3.5X2.5X2 Strength Yes 21 M21 HSS8X8X3 HSS3.5X2.5X2 Strength Yes 22 M22 HSS8X8X3 HSS3.5X2.5X2 Strength Yes 23 M23 HSS8X8X3 HSS6X5X2 Strength Yes 24 M24 HSS8X8X3 HSS4X4X2 Strength Yes 25 M25 HSS8X8X3 HSS5X5X2 Strength Yes 26 M26 HSS8X8X3 HSS6X4X2 Strength Yes 27 M27 HSS8X8X3 HSS5X5X2 Strength Yes 28 M28 HSS8X8X3 HSS6X4X2 Strength Yes 29 M29 HSS8X8X3 HSS6X3X2 Strength Yes 30 M30 HSS8X8X3 HSS6X3X2 Strength Yes 31 M31 HSS8X8X3 HSS3.5X2.5X2 Strength Yes 32 M32 HSS8X8X3 HSS5X3X2 Strength Yes 33 M33 HSS8X8X3 HSS5X3X2 Strength Yes 34 M34 HSS8X8X3 HSS3.5X2.5X2 Strength Yes 35 M35 HSS8X8X3 HSS6X3X2 Strength Yes 36 M36 HSS8X8X3 HSS5X3X2 Strength Yes 37 M37 HSS8X8X3 HSS5X3X2 Strength Yes 38 M38 HSS8X8X3 HSS6X3X2 Strength Yes Plate Principal Stresses No Data to Print... Plate Forces (per ft) No Data to Print... Plate Corner Forces No Data to Print... Solid Stresses No Data to Print... Solid Principal Stresses No Data to Print... Solid Corner Forces No Data to Print... Wall Panel Forces No Data to Print... 94 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 11 Concrete Wall Reinforcement No Data to Print... Masonry Wall Reinforcement No Data to Print... Masonry Lintel Reinforcement No Data to Print... ACI 318-19 Wall Panel Concrete Code Checks (In-Plane) No Data to Print... ACI 318-19 Wall Panel Concrete Code Checks (Out-of-Plane) No Data to Print... TMS 402-16: ASD Wall Panel Masonry Code Checks (In-Plane) No Data to Print... TMS 402-16: ASD Wall Panel Masonry Code Checks (Out-of-Plane) No Data to Print... Wall Panel TMS 402-16: ASD Masonry Code Checks for Lintels No Data to Print... AWC NDS-18: ASD Wall Panel Wood Code Checks (Axial) No Data to Print... AWC NDS-18: ASD Wall Panel Wood Code Checks (In-Plane) No Data to Print... AWC NDS-18: ASD Wall Panel Wood Code Checks (Header) No Data to Print... AISI S100-16: ASD Wall Panel CFS Code Checks (Axial) No Data to Print... AISI S100-16: ASD Wall Panel CFS Code Checks (In-Plane) No Data to Print... ACI 318-19 Wall Panel Concrete Code Checks (Seismic) No Data to Print... Masonry Wall Suggested Design No Data to Print... Wood Wall Suggested Design No Data to Print... 95 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 12 Envelope Node Reactions Node Label X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft]LC MZ [k-ft] LC 1 N1 max 0.2893 5 0.8165 1 0.4629 3 0 5 0 5 0 5 2 min 0.0005 2 -0.5393 4 0 4 0 1 0 1 0 1 3 N4 max 0 2 1.1242 5 0.4447 3 0 5 0 5 0 5 4 min -0.3525 5 0 2 0 1 0 1 0 1 0 1 5 N7 max 0.0005 3 1.1249 1 0 4 0 5 0 5 0 5 6 min -0.337 5 -0.0612 4 -0.5748 2 0 1 0 1 0 1 7 N10 max 0.0005 2 1.3673 5 0 4 0 5 0 5 0 5 8 min -0.397 5 -0.0023 2 -0.4261 2 0 1 0 1 0 1 9 N15 max 0.0001 2 1.344 3 0 1 0.0001 1 0 5 0 5 10 min -0.3506 5 -0.0193 4 -3.5753 3 -23.1087 3 0 1 0 1 11 N18 max 0 2 1.3466 3 0 1 0 1 0 5 0 5 12 min -0.3362 5 -0.0057 4 -4.2981 3 -30.9149 3 0 1 0 1 13 N21 max 0.0005 3 1.1794 5 0 4 0 5 0 5 0 5 14 min -0.3356 5 0 2 -0.4297 2 0 1 0 1 0 1 15 N22 max 0.219 4 1.4081 5 0.437 3 0 5 0 5 0 5 16 min -0.0433 3 -0.3782 2 0 4 0 1 0 1 0 1 17 N23 max 0.0047 1 1.0542 1 0 1 0 5 0 5 0 5 18 min -0.4156 4 -0.2514 4 -0.0362 2 0 1 0 1 0 1 19 N28 max -0.0001 2 1.3002 3 0 5 0.0001 5 0 5 0 5 20 min -0.368 5 -0.0362 4 -3.9577 3 -27.1243 3 0 1 0 1 21 N31 max 0 2 1.1199 5 0.3462 3 0 5 0 5 0 5 22 min -0.3628 5 0 2 0 1 0 1 0 1 0 1 23 N34 max 0.3518 5 1.215 3 0.4894 3 0 5 0 5 0 5 24 min -0.0005 2 -0.532 4 -0.0002 5 0 1 0 1 0 1 25 N39 max 0.001 1 1.1202 3 0 4 0 5 0 5 0 5 26 min -0.3448 5 -0.0595 4 -0.6358 2 0 1 0 1 0 1 27 N41 max -0.0005 2 1.3644 5 0 4 0 5 0 5 0 5 28 min -0.417 5 0.0022 2 -0.4965 2 0 1 0 1 0 1 29 N48 max -0.0001 2 1.3337 1 0 1 0 1 0 5 0 5 30 min -0.3492 5 -0.0193 4 -3.4927 3 -22.395 3 0 1 0 1 31 N49 max 0 2 1.3368 1 0 1 0 1 0 5 0 5 32 min -0.3276 5 -0.0055 4 -4.1706 3 -29.8779 3 0 1 0 1 33 N53 max 0.0007 1 1.1727 5 0 4 0 5 0 5 0 5 34 min -0.343 5 0 2 -0.4954 2 0 1 0 1 0 1 35 N55 max 0.0001 2 1.2898 1 0 5 0 5 0 5 0 5 36 min -0.3646 5 -0.0345 4 -3.8448 3 -26.2998 3 0 1 0 1 37 N57 max 0.0067 3 1.0523 3 0 4 0 5 0 5 0 5 38 min -0.4353 4 -0.2538 4 -0.1126 2 0 1 0 1 0 1 39 N60 max 0.2753 4 1.3944 5 0.4616 3 0 5 0 5 0 5 40 min -0.0475 1 0.3896 2 -0.0001 1 0 1 0 1 0 1 41 N65 max -0.0001 2 0.7238 5 -0.0016 4 0 5 0 5 0 5 42 min -0.1805 5 -0.8094 2 -0.3691 3 0 1 0 1 0 1 43 N66 max 0.0045 3 0.713 1 0.0014 4 0 5 0 5 0 5 44 min -0.1779 4 -0.835 2 -0.4046 3 0 1 0 1 0 1 45 N72 max 0 2 0.6656 3 0 4 0 5 0 5 0 5 46 min -0.5923 4 -0.0042 4 -0.6211 3 0 1 0 1 0 1 47 N73 max 0.0003 3 0.6647 3 0 4 0 5 0 5 0 5 48 min -0.5921 4 0.0036 4 -0.6691 3 0 1 0 1 0 1 49 N77 max 0.0011 3 0.6497 5 0 4 0 5 0 5 0 5 50 min -0.9337 4 -0.0279 2 -0.8348 3 0 1 0 1 0 1 51 N78 max 0 2 0.6491 1 0 4 0 5 0 5 0 5 52 min -0.9354 5 -0.0295 2 -0.8956 3 0 1 0 1 0 1 53 N84 max 0.0003 3 0.6431 1 0 4 0 5 0 5 0 5 54 min -0.8016 4 -0.0415 2 -0.846 3 0 1 0 1 0 1 55 N85 max 0 2 0.6463 5 0 4 0 5 0 5 0 5 96 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 13 Envelope Node Reactions (Continued) Node Label X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft]LC MZ [k-ft] LC 56 min -0.8015 4 -0.0423 2 -0.9082 3 0 1 0 1 0 1 57 N89 max 0.0001 2 1.5591 3 0.0089 5 0 5 0 5 0 5 58 min -0.1235 5 0.0108 4 -0.4941 2 0 1 0 1 0 1 59 N90 max 0.0047 1 1.5873 3 0.0074 1 0 5 0 5 0 5 60 min -0.121 4 -0.0093 4 -0.5386 2 0 1 0 1 0 1 61 Totals:max 0 2 28.9518 5 0 4 62 min -10.0224 4 0 2 -30.4128 2 Envelope Node Reactions - Overstrength or Capacity Limit No Data to Print... Envelope Node Displacements Node Label X [in] LC Y [in] LC Z [in] LC X Rotation [rad] LC Y Rotation [rad] LC Z Rotation [rad] LC 1 N1 max 0 2 0 4 0 4 2.4602e-4 3 0 4 3.9416e-6 3 2 min 0 5 0 1 0 3 -1.0174e-7 5 -1.9024e-3 3 -2.8881e-4 4 3 N2 max 0.0489 5 0.0004 4 0.0679 3 1.0253e-3 3 0 4 -1.1052e-6 2 4 min 0 2 -0.0005 1 0 1 -3.5911e-8 1 -3.9188e-3 3 -5.195e-4 5 5 N3 max 0.0105 5 0.0001 4 0.0097 3 4.4564e-4 3 0 4 -1.1328e-7 2 6 min 0 2 -0.0002 1 0 1 -8.224e-8 1 -1.9024e-3 3 -4.11e-4 5 7 N4 max 0 5 0 2 0 1 4.5038e-3 3 1.5987e-5 2 2.2216e-8 2 8 min 0 2 0 5 0 3 0 1 0 4 -3.33e-4 5 9 N5 max 0.0464 5 0 2 0.7697 3 6.5131e-3 3 0 4 -1.3698e-8 2 10 min 0 2 -0.0008 5 0 1 0 1 -7.653e-4 3 -9.2746e-5 5 11 N6 max 0.0097 5 0 2 0.1502 3 4.6922e-3 3 1.5987e-5 2 0 2 12 min 0 2 -0.0003 5 0 1 0 1 0 4 -1.807e-4 5 13 N7 max 0 5 0 4 0 2 7.8991e-3 3 1.3749e-3 3 4.349e-7 3 14 min 0 3 0 1 0 4 0 5 0 5 -3.2892e-4 5 15 N8 max 0.0463 5 0 4 1.1133 3 7.9587e-3 3 2.173e-3 3 6.6404e-7 3 16 min 0 3 -0.0008 1 0 5 -1.0287e-8 5 0 4 -1.0302e-4 4 17 N9 max 0.0097 5 0 4 0.2586 3 7.6487e-3 3 1.3749e-3 3 2.3492e-7 3 18 min 0 3 -0.0003 1 0 5 0 5 0 5 -1.8331e-4 5 19 N10 max 0 5 0 2 0 2 3.3881e-3 3 3.2732e-5 2 8.5359e-8 2 20 min 0 2 0 5 0 4 -3.6936e-8 1 -1.4186e-8 1 -3.4974e-4 5 21 N11 max 0.0478 5 0 2 0.4826 3 3.5648e-3 3 1.0149e-8 4 7.1633e-6 1 22 min 0 2 -0.001 5 0 1 -2.9617e-8 1 -2.0497e-3 3 -5.1611e-5 4 23 N12 max 0.0101 5 0 2 0.1103 3 3.2042e-3 3 3.2732e-5 2 1.8386e-7 1 24 min 0 2 -0.0004 5 0 1 -3.704e-8 1 -1.4186e-8 1 -1.7819e-4 5 25 N13 max 0.0099 5 0 4 0.058 3 3.1045e-3 3 0 4 0 2 26 min 0 2 -0.0002 3 0 1 0 1 -3.7866e-4 3 -2.3917e-4 5 27 N14 max 0.0469 5 0 4 0.6268 3 6.1099e-3 3 0 4 8.7499e-8 2 28 min 0 2 -0.0005 3 0 1 -1.669e-8 1 -9.7362e-4 3 -1.8093e-4 5 29 N15 max 0 5 0 4 0 3 0 3 0 4 2.7537e-8 2 30 min 0 2 0 3 0 1 0 1 -3.7866e-4 3 -3.2159e-4 5 31 N16 max 0.0097 5 0 4 0.0786 3 4.2669e-3 3 0 4 1.2222e-8 2 32 min 0 2 -0.0002 3 0 1 0 1 -5.5467e-4 3 -2.3408e-4 5 33 N17 max 0.0461 5 0 4 0.8614 3 8.4862e-3 3 0 4 0 2 34 min 0 2 -0.0005 3 0 1 0 1 -1.5108e-3 3 -1.7144e-4 5 35 N18 max 0 5 0 4 0 3 0 3 0 4 1.8572e-8 2 36 min 0 2 0 3 0 1 0 1 -5.5467e-4 3 -3.1312e-4 5 37 N19 max 0.0096 5 0 2 0.2608 3 7.7633e-3 3 0 5 1.2125e-8 2 38 min 0 3 -0.0003 5 0 5 0 5 -1.3491e-3 3 -1.8239e-4 5 39 N20 max 0.0461 5 0 2 1.1411 3 8.3072e-3 3 0 5 0 2 40 min 0 2 -0.0008 5 0 5 0 5 -1.6841e-3 3 -1.0464e-4 5 41 N21 max 0 5 0 2 0 2 7.9506e-3 3 0 5 1.0675e-7 3 97 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 14 Envelope Node Displacements (Continued) Node Label X [in] LC Y [in] LC Z [in] LC X Rotation [rad] LC Y Rotation [rad] LC Z Rotation [rad] LC 42 min 0 3 0 5 0 4 0 5 -1.3491e-3 3 -3.2743e-4 5 43 N22 max 0 3 0 2 0 4 2.312e-4 3 1.766e-3 3 -6.1787e-8 2 44 min 0 4 0 5 0 3 -1.0067e-7 1 0 4 -2.9122e-4 5 45 N23 max 0 4 0 4 0 2 2.9479e-3 3 2.1425e-5 3 1.5369e-6 1 46 min 0 1 0 1 0 1 -4.7008e-8 5 0 4 -3.4599e-4 4 47 N24 max 0.0098 5 0 4 0.0686 3 3.7e-3 3 9.3782e-4 3 2.3013e-6 3 48 min 0 3 -0.0002 3 0 5 -1.3401e-8 5 0 4 -2.3375e-4 4 49 N25 max 0.0483 5 0.0002 2 0.0663 3 1.1007e-3 3 3.9049e-3 3 3.7376e-5 3 50 min -0.0001 3 -0.0009 5 0 5 -7.2828e-8 5 1.1738e-8 4 -4.5401e-4 4 51 N26 max 0.01 5 0.0001 4 0.0972 3 2.9335e-3 3 2.1425e-5 3 1.7992e-7 2 52 min 0 3 -0.0003 1 0 5 -4.8171e-8 5 0 4 -1.6796e-4 5 53 N27 max 0.0102 5 0.0001 2 0.0092 3 4.1966e-4 3 1.766e-3 3 1.5392e-5 3 54 min 0 1 -0.0004 5 0 5 -9.1415e-8 5 0 4 -3.8108e-4 4 55 N28 max 0 5 0 4 0 3 0 3 9.3782e-4 3 2.1521e-7 3 56 min 0 2 0 3 0 5 0 5 0 4 -3.1902e-4 5 57 N29 max 0.0467 5 0 4 0.7383 3 7.1366e-3 3 2.6502e-3 3 5.4777e-6 1 58 min -0.0001 3 -0.0004 3 0 5 -2.8134e-8 5 0 4 -1.7437e-4 4 59 N30 max 0.0474 5 0.0002 4 0.4668 3 3.7869e-3 3 2.7659e-3 3 9.1733e-7 2 60 min -0.0001 3 -0.0007 1 0 5 -4.9526e-8 5 1.2518e-8 4 -5.1764e-5 5 61 N31 max 0 5 0 2 0 1 4.3514e-3 3 2.3718e-5 3 -1.7683e-8 2 62 min 0 2 0 5 0 3 0 1 0 4 -3.0453e-4 5 63 N32 max 0.0083 5 0 4 0.0559 3 3.3345e-3 3 8.3553e-4 3 2.3574e-6 1 64 min 0 1 -0.0002 1 0 5 0 5 0 4 -2.2395e-4 4 65 N33 max 0.0467 5 0.0004 4 0.0679 3 1.0092e-3 3 0 4 1.0746e-6 2 66 min 0 2 -0.0008 3 0 1 -9.1574e-8 1 -3.7182e-3 3 -5.2406e-4 5 67 N34 max 0 2 0 4 0 5 2.7778e-4 3 2.4433e-8 5 2.3338e-6 1 68 min 0 5 0 3 0 3 0 4 -1.751e-3 3 -2.734e-4 4 69 N35 max 0.009 5 0.0001 4 0.0095 3 4.5207e-4 3 2.4433e-8 5 9.9492e-8 2 70 min 0 2 -0.0003 3 0 4 0 4 -1.751e-3 3 -3.9765e-4 5 71 N36 max 0.0442 5 0 2 0.7212 3 6.2099e-3 3 0 4 1.3227e-8 2 72 min 0 2 -0.0007 5 0 1 0 1 -6.9448e-4 3 -9.1029e-5 5 73 N37 max 0.0082 5 0 2 0.1314 3 4.4721e-3 3 2.3718e-5 3 0 2 74 min 0 2 -0.0003 5 0 1 0 1 0 4 -1.75e-4 5 75 N38 max 0.0441 5 0 4 1.0496 3 7.6746e-3 3 2.0774e-3 3 5.6923e-7 1 76 min 0 1 -0.0007 3 0 5 0 5 0 4 -1.0145e-4 4 77 N39 max 0 5 0 4 0 2 7.5787e-3 3 1.2472e-3 3 6.3083e-7 1 78 min 0 1 0 3 0 4 0 5 0 5 -2.9996e-4 5 79 N40 max 0.0082 5 0 4 0.2258 3 7.35e-3 3 1.2472e-3 3 2.7378e-7 1 80 min 0 1 -0.0003 3 0 5 0 5 0 5 -1.7687e-4 5 81 N41 max 0 5 0 2 0 2 3.2876e-3 3 6.565e-5 2 -6.7531e-8 2 82 min 0 2 0 5 0 4 0 4 0 4 -3.2313e-4 5 83 N42 max 0.0456 5 0 2 0.4592 3 3.4583e-3 3 0 4 8.021e-6 3 84 min 0 2 -0.0009 5 0 1 -3.1639e-8 1 -1.8885e-3 3 -4.8476e-5 4 85 N43 max 0.0087 5 0 2 0.0974 3 3.1104e-3 3 6.565e-5 2 1.2077e-7 2 86 min 0 2 -0.0003 5 0 4 0 4 0 4 -1.7423e-4 5 87 N44 max 0.0084 5 0 4 0.0473 3 2.797e-3 3 0 4 0 2 88 min 0 2 -0.0002 1 0 1 0 1 -3.4174e-4 3 -2.2944e-4 5 89 N45 max 0.0082 5 0 4 0.0638 3 3.8264e-3 3 0 4 -1.1305e-8 2 90 min 0 2 -0.0002 1 0 1 0 1 -4.92e-4 3 -2.237e-4 5 91 N46 max 0.0448 5 0 4 0.5872 3 5.869e-3 3 0 4 -8.6626e-8 2 92 min 0 2 -0.0004 1 0 1 0 1 -8.8529e-4 3 -1.7921e-4 5 93 N47 max 0.0461 5 -0.0002 2 0.0662 3 1.0774e-3 3 3.6844e-3 3 3.6051e-5 1 94 min -0.0001 1 -0.0009 5 0 5 -9.2084e-8 5 0 4 -4.5845e-4 4 95 N48 max 0 5 0 4 0 3 0 3 0 4 -2.0913e-8 2 96 min 0 2 0 1 0 1 0 1 -3.4174e-4 3 -2.9728e-4 5 98 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 15 Envelope Node Displacements (Continued) Node Label X [in] LC Y [in] LC Z [in] LC X Rotation [rad] LC Y Rotation [rad] LC Z Rotation [rad] LC 97 N49 max 0 5 0 4 0 3 0 3 0 4 -1.6295e-8 2 98 min 0 2 0 1 0 1 0 1 -4.92e-4 3 -2.8735e-4 5 99 N50 max 0.0439 5 0 4 0.8026 3 8.1077e-3 3 0 4 0 2 100 min 0 2 -0.0004 1 0 1 0 1 -1.428e-3 3 -1.6982e-4 5 101 N51 max 0.0081 5 0 2 0.2276 3 7.4495e-3 3 0 5 -1.1857e-8 2 102 min 0 1 -0.0003 5 0 5 0 5 -1.2301e-3 3 -1.7589e-4 5 103 N52 max 0.0439 5 0 2 1.0742 3 7.9914e-3 3 0 5 0 2 104 min 0 2 -0.0008 5 0 5 0 5 -1.6426e-3 3 -1.0306e-4 5 105 N53 max 0 5 0 2 0 2 7.6278e-3 3 0 5 1.5906e-7 1 106 min 0 1 0 5 0 4 0 5 -1.2301e-3 3 -2.9836e-4 5 107 N54 max 0.0088 4 -0.0001 2 0.009 3 4.259e-4 3 1.6209e-3 3 1.4976e-5 1 108 min -0.0001 3 -0.0003 5 0 4 0 4 -2.6037e-8 1 -3.6822e-4 4 109 N55 max 0 5 0 4 0 3 0 3 8.3553e-4 3 6.3047e-7 1 110 min 0 2 0 1 0 5 0 5 0 4 -2.9341e-4 5 111 N56 max 0.0445 5 0 4 0.6914 3 6.8575e-3 3 2.4791e-3 3 5.5163e-6 3 112 min -0.0001 1 -0.0004 1 0 5 -1.224e-8 5 0 4 -1.728e-4 4 113 N57 max 0 4 0 4 0 2 2.8745e-3 3 0 4 2.0057e-6 3 114 min 0 3 0 3 0 4 0 4 -2.1255e-5 2 -3.1799e-4 4 115 N58 max 0.0085 4 0.0001 4 0.086 3 2.8352e-3 3 0 4 -1.6303e-7 2 116 min 0 1 -0.0002 3 0 4 0 4 -2.1255e-5 2 -1.6379e-4 5 117 N59 max 0.0452 5 0.0002 4 0.4423 3 3.6467e-3 3 2.5549e-3 3 -8.9216e-7 2 118 min -0.0001 1 -0.0007 3 0 5 -3.5008e-8 5 0 4 -4.8796e-5 5 119 N60 max 0 1 0 2 0 1 2.615e-4 3 1.6209e-3 3 4.4367e-8 2 120 min 0 4 0 5 0 3 0 4 -2.6037e-8 1 -2.7327e-4 5 121 N61 max 0.3192 5 0.0005 2 0.0674 3 1.5086e-4 2 3.8455e-3 5 -3.2971e-7 2 122 min 0 2 -0.0005 1 0 1 -3.685e-6 1 3.5652e-8 2 -2.1092e-3 5 123 N62 max 0.0716 5 0.0002 2 0.0095 3 2.0633e-4 2 1.0328e-3 5 2.2163e-8 2 124 min 0 2 -0.0002 1 0 1 -1.8951e-6 1 1.4622e-8 2 -2.3375e-3 5 125 N63 max 0.3163 5 0.0005 2 0.0657 3 1.4832e-4 2 3.8153e-3 5 1.5324e-5 3 126 min -0.001 3 -0.0005 5 0 5 -6.1051e-6 5 -1.1157e-5 3 -2.0735e-3 4 127 N64 max 0.0711 5 0.0002 2 0.009 3 1.984e-4 2 1.0267e-3 5 6.0869e-6 3 128 min -0.0002 1 -0.0002 5 0 5 -2.3118e-6 5 -2.4655e-6 3 -2.3189e-3 5 129 N65 max 0 5 0 2 0 3 3.2883e-4 3 1.0267e-3 5 4.8235e-6 1 130 min 0 2 0 5 0 4 1.305e-7 4 -2.4655e-6 3 -2.3842e-3 5 131 N66 max 0 4 0 2 0 3 3.4933e-4 3 1.0328e-3 5 4.2085e-8 2 132 min 0 3 0 1 0 4 -1.1161e-7 4 1.4622e-8 2 -2.3995e-3 5 133 N67 max 0.4966 5 0 4 0.067 3 1.1728e-4 3 2.0155e-3 5 -1.1709e-7 2 134 min 0 2 -0.0004 3 0 1 -3.1162e-7 5 -6.7261e-8 2 -3.2501e-3 5 135 N68 max 0.1069 5 0 4 0.0092 3 1.8741e-4 3 3.7243e-4 5 0 2 136 min 0 2 -0.0001 3 0 1 -9.3498e-8 5 0 2 -3.8223e-3 5 137 N69 max 0.4925 5 0 4 0.0654 3 1.1516e-4 3 2.0026e-3 5 1.2584e-5 3 138 min -0.0014 3 -0.0004 3 0 5 -3.822e-8 1 -4.7688e-6 1 -3.2144e-3 5 139 N70 max 0.1062 5 0 4 0.0087 3 1.8031e-4 3 3.6934e-4 5 9.4231e-6 3 140 min -0.0003 3 -0.0001 3 0 5 -9.2233e-8 1 -1.1823e-6 1 -3.7949e-3 5 141 N71 max 0.1099 5 0 2 0.0086 3 1.9842e-4 3 2.1576e-7 3 1.115e-5 3 142 min -0.0003 3 -0.0001 5 0 5 -8.9008e-8 5 -9.8363e-5 5 -4.4015e-3 5 143 N72 max 0 4 0 4 0 3 3.5978e-4 3 3.6934e-4 5 9.3531e-6 3 144 min 0 2 0 3 0 4 -6.405e-8 5 -1.1823e-6 1 -3.9668e-3 5 145 N73 max 0 4 0 4 0 3 3.8075e-4 3 3.7243e-4 5 0 2 146 min 0 3 0 3 0 4 -5.8311e-8 1 0 2 -3.994e-3 5 147 N74 max 0.5565 5 0 2 0.0669 3 1.1597e-4 3 -3.0367e-8 1 0 2 148 min 0 2 -0.0004 1 0 1 -1.2366e-7 1 -3.3639e-5 5 -3.6823e-3 5 149 N75 max 0.552 5 0 2 0.0653 3 1.1397e-4 3 1.8332e-7 3 1.2381e-5 3 150 min -0.0016 3 -0.0004 5 0 5 -1.2666e-7 5 -3.3572e-5 5 -3.6467e-3 5 151 N76 max 0.1107 5 0 2 0.009 3 2.0649e-4 3 0 2 0 2 99 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 16 Envelope Node Displacements (Continued) Node Label X [in] LC Y [in] LC Z [in] LC X Rotation [rad] LC Y Rotation [rad] LC Z Rotation [rad] LC 152 min 0 2 -0.0001 1 0 1 -8.5439e-8 1 -9.8946e-5 5 -4.4337e-3 5 153 N77 max 0 4 0 2 0 3 3.89e-4 3 2.1576e-7 3 1.1394e-5 3 154 min 0 3 0 5 0 4 0 4 -9.8363e-5 5 -4.6153e-3 5 155 N78 max 0 5 0 2 0 3 4.1095e-4 3 0 2 0 2 156 min 0 2 0 1 0 4 0 1 -9.8946e-5 5 -4.6482e-3 5 157 N79 max 0.4935 5 0 2 0.067 3 1.1583e-4 3 -7.0088e-8 2 1.0832e-7 2 158 min 0 2 -0.0004 5 0 1 -1.3079e-7 1 -2.0526e-3 5 -3.2845e-3 5 159 N80 max 0.0974 5 0 2 0.009 3 2.0475e-4 3 0 2 0 2 160 min 0 2 -0.0001 5 0 4 0 1 -4.3918e-4 5 -3.9074e-3 5 161 N81 max 0.4894 5 0 2 0.0654 3 1.1381e-4 3 4.8907e-6 3 1.2488e-5 1 162 min -0.0014 1 -0.0004 1 0 5 -4.5157e-7 5 -2.0396e-3 5 -3.2486e-3 5 163 N82 max 0.0968 5 0 2 0.0086 3 1.9671e-4 3 1.2607e-6 3 9.7104e-6 1 164 min -0.0002 1 -0.0001 1 0 4 0 5 -4.3582e-4 5 -3.8791e-3 5 165 N83 max 0.0636 5 0 4 0.0088 3 2.1207e-4 3 2.1476e-6 1 6.2274e-6 1 166 min -0.0001 3 -0.0003 3 0 4 3.6557e-7 4 -9.4214e-4 5 -2.3269e-3 5 167 N84 max 0 4 0 2 0 3 3.8984e-4 3 1.2607e-6 3 9.7722e-6 1 168 min 0 3 0 1 0 4 0 4 -4.3582e-4 5 -4.0627e-3 5 169 N85 max 0 4 0 2 0 3 4.1208e-4 3 0 2 0 2 170 min 0 2 0 5 0 4 0 4 -4.3918e-4 5 -4.0912e-3 5 171 N86 max 0.3154 5 0 4 0.0674 3 1.5455e-4 3 2.9011e-8 2 3.173e-7 2 172 min 0 2 -0.0009 3 0 1 -2.132e-6 4 -3.8294e-3 5 -2.1452e-3 5 173 N87 max 0.3126 5 0 4 0.0657 3 1.5189e-4 3 1.1096e-5 1 1.4946e-5 1 174 min -0.001 1 -0.0009 3 0 5 2.4802e-6 4 -3.7993e-3 5 -2.1092e-3 4 175 N88 max 0.0641 5 0 4 0.0093 3 2.2064e-4 3 1.1019e-8 2 -2.4516e-8 2 176 min 0 2 -0.0003 3 0 4 -3.1172e-7 4 -9.4741e-4 5 -2.3459e-3 5 177 N89 max 0 5 0 4 0 2 3.5317e-4 3 2.1476e-6 1 5.1777e-6 3 178 min 0 2 0 3 0 5 -4.1818e-7 5 -9.4214e-4 5 -2.3633e-3 5 179 N90 max 0 4 0 4 0 2 3.7458e-4 3 1.1019e-8 2 -4.0257e-8 2 180 min 0 1 0 3 0 1 -3.2338e-7 1 -9.4741e-4 5 -2.3796e-3 5 Envelope Member Section Forces Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 1 M1 1 max 0.8165 1 -0.0005 2 0.4627 3 0 5 0 5 0 5 2 min -0.5393 4 -0.2892 5 0 4 0 1 0 1 0 1 3 2 max 0.4622 1 -0.0007 2 0.2439 3 1.4664 3 0.0001 5 -0.0021 2 4 min -0.2559 4 -0.1353 5 0 5 0 4 -0.4874 3 -0.4778 5 5 3 max 0.4044 1 -0.0007 2 0.2439 3 1.4664 3 0.2291 3 0 2 6 min -0.2559 4 -0.1353 5 0 5 0 4 0 4 -0.0804 5 7 4 max 0.3467 1 -0.0007 2 0.2439 3 1.4664 3 0.9456 3 0.3171 5 8 min -0.2559 4 -0.1353 5 0 5 0 4 0 4 0.0021 2 9 5 max 0.289 1 -0.0007 2 0.2439 3 1.4664 3 1.6621 3 0.7145 5 10 min -0.2559 4 -0.1353 5 0 5 0 4 0 4 0.0042 2 11 M2 1 max 1.1242 5 0.353 5 0.4368 3 0 5 0 5 0 5 12 min 0 2 0 2 0 1 0 1 0 1 0 1 13 2 max 0.6194 5 0.2508 5 0 4 0.5681 3 2.4877 3 0.996 5 14 min 0 2 0 2 -0.1657 3 0 4 0 1 0 2 15 3 max 0.5616 5 0.2508 5 0 4 0.5681 3 2.001 3 0.2592 5 16 min 0 2 0 2 -0.1657 3 0 4 0 1 0 2 17 4 max 0.5039 5 0.2508 5 0 4 0.5681 3 1.5143 3 0 2 18 min 0 2 0 2 -0.1657 3 0 4 0 1 -0.4775 5 19 5 max 0.4462 5 0.2508 5 0 4 0.5681 3 1.0276 3 0.0001 2 20 min 0 2 0 2 -0.1657 3 0 4 0 1 -1.2143 5 21 M3 1 max 1.1249 1 0.3375 5 0 4 0 5 0 5 0 5 22 min -0.0612 4 -0.0005 3 -0.5802 3 0 1 0 1 0 1 23 2 max 0.6205 1 0.2425 5 0 4 0 4 0.8884 3 0.9674 5 100 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 17 Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 24 min -0.0351 4 0 2 -0.136 3 -0.5804 3 0 5 -0.0001 2 25 3 max 0.5627 1 0.2425 5 0 4 0 4 0.4889 3 0.2551 5 26 min -0.0351 4 0 2 -0.136 3 -0.5804 3 0 5 0 2 27 4 max 0.505 1 0.2425 5 0 4 0 4 0.0903 2 0 2 28 min -0.0351 4 0 2 -0.136 3 -0.5804 3 0 5 -0.4573 5 29 5 max 0.4473 1 0.2425 5 0 4 0 4 0 4 0.0001 2 30 min -0.0351 4 0 2 -0.136 3 -0.5804 3 -0.31 3 -1.1696 5 31 M4 1 max 1.3673 5 0.3976 5 0 4 0 5 0 5 0 5 32 min -0.0023 2 -0.0005 2 -0.4263 3 0 1 0 1 0 1 33 2 max 0.7801 5 0.2937 5 0 4 1.5143 3 0.6841 3 1.1364 5 34 min -0.0014 2 -0.0006 2 -0.0772 3 0 4 0 4 -0.0018 2 35 3 max 0.7224 5 0.2937 5 0 4 1.5143 3 0.4573 3 0.2738 5 36 min -0.0014 2 -0.0006 2 -0.0772 3 0 4 0 4 -0.0001 2 37 4 max 0.6646 5 0.2937 5 0 4 1.5143 3 0.2305 3 0.0015 2 38 min -0.0014 2 -0.0006 2 -0.0772 3 0 4 0 1 -0.5888 5 39 5 max 0.6069 5 0.2937 5 0 4 1.5143 3 0.0037 3 0.0032 2 40 min -0.0014 2 -0.0006 2 -0.0772 3 0 4 0 1 -1.4514 5 41 M5 1 max 1.344 3 0.3512 5 0 1 0 5 23.1087 3 0 5 42 min -0.0193 4 -0.0001 2 -3.5789 3 0 1 -0.0001 1 0 1 43 2 max 0.7839 3 0.3032 5 0 1 0.8193 3 11.8796 3 1.2033 5 44 min -0.0188 4 -0.0003 1 -1.5071 3 0 4 0 1 -0.0004 1 45 3 max 0.6721 3 0.3032 5 0 1 0.8193 3 7.4524 3 0.3126 5 46 min -0.0188 4 -0.0003 1 -1.5071 3 0 4 0 1 0 2 47 4 max 0.5603 3 0.3032 5 0 1 0.8193 3 3.0252 3 0.0015 1 48 min -0.0188 4 -0.0003 1 -1.5071 3 0 4 0 1 -0.578 5 49 5 max 0.4485 3 0.3032 5 0 1 0.8193 3 0 4 0.0024 1 50 min -0.0188 4 -0.0003 1 -1.5071 3 0 4 -1.402 3 -1.4687 5 51 M6 1 max 1.3466 3 0.3368 5 0 5 0 5 30.9149 3 0 5 52 min -0.0057 4 0 2 -4.303 3 0 1 0 1 0 1 53 2 max 0.7863 3 0.3068 5 0 4 1.3166 3 16.1414 3 1.2111 5 54 min -0.0049 4 0 2 -1.9915 3 0 4 0 1 0 2 55 3 max 0.6745 3 0.3068 5 0 4 1.3166 3 10.2914 3 0.3098 5 56 min -0.0049 4 0 2 -1.9915 3 0 4 0 1 0 2 57 4 max 0.5627 3 0.3068 5 0 4 1.3166 3 4.4413 3 0 2 58 min -0.0049 4 0 2 -1.9915 3 0 4 0 1 -0.5915 5 59 5 max 0.4509 3 0.3068 5 0 4 1.3166 3 0 4 0.0001 2 60 min -0.0049 4 0 2 -1.9915 3 0 4 -1.4087 3 -1.4928 5 61 M7 1 max 1.1794 5 0.3362 5 0 4 0 5 0 5 0 5 62 min 0 2 -0.0005 3 -0.434 3 0 1 0 1 0 1 63 2 max 0.6508 5 0.24 5 0 4 0.2436 3 1.1434 3 0.9594 5 64 min 0 2 -0.0008 3 -0.1423 3 0 5 0 1 -0.0023 3 65 3 max 0.5931 5 0.24 5 0 4 0.2436 3 0.7253 3 0.2543 5 66 min 0 2 -0.0008 3 -0.1423 3 0 5 0 5 0 2 67 4 max 0.5353 5 0.24 5 0 4 0.2436 3 0.3072 3 0.0024 3 68 min 0 2 -0.0008 3 -0.1423 3 0 5 0 5 -0.4511 4 69 5 max 0.4776 5 0.24 5 0 4 0.2436 3 0 4 0.0048 3 70 min 0 2 -0.0008 3 -0.1423 3 0 5 -0.1108 3 -1.1558 5 71 M8 1 max 1.1718 5 0.2067 3 0 4 0 4 1.4664 3 0.2425 3 72 min 0.0008 2 -0.2601 4 -0.9089 3 -1.6621 3 0 4 -1.6686 4 73 2 max 0.5756 5 0.1359 3 0 1 0 4 0.8208 3 0.0197 3 74 min 0.0012 2 -0.1371 4 -0.584 3 -0.2639 3 0 1 -0.4873 4 75 3 max 0.0384 3 0.0465 3 0 5 0.1179 2 0.5772 3 0 2 76 min -0.0185 4 -0.138 4 -0.8284 3 0 1 0 5 -0.359 5 77 4 max 0.0389 3 0 2 0.8082 3 0.5381 3 0 4 0.2026 4 78 min -0.4994 4 -0.1849 5 0 5 0 4 -0.0149 2 -0.1683 1 101 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 18 Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 79 5 max 0.0355 3 -0.0014 2 0.8513 3 1.9535 3 1.5555 3 1.9516 5 80 min -1.1084 4 -0.488 5 0 4 0 1 0 1 0.0059 2 81 M9 1 max 0.3328 5 0.2151 3 0 1 0 4 0 4 0.3145 3 82 min -0.0003 2 -0.2856 4 -0.334 2 -1.8056 3 -1.4664 3 -1.6144 4 83 2 max 0.1814 5 0.1344 3 0 1 0 4 1.4632 3 0.016 3 84 min -0.0001 2 -0.211 4 -0.8526 3 -1.0392 3 0 1 -0.6837 4 85 3 max 0.0498 5 0.0454 3 0 1 0 5 0.9532 3 0 2 86 min -0.0001 2 -0.2095 4 -0.66 3 -2.2885 3 0 1 -0.4186 5 87 4 max 0.0124 1 0 2 0.5188 3 2.5845 3 0.4988 3 0.2554 4 88 min -0.153 4 -0.256 5 0 5 0 4 0 5 -0.1657 3 89 5 max 0.0112 1 -0.0009 2 0.2914 2 1.8282 3 0 1 1.9796 5 90 min -0.3178 4 -0.5307 5 0 5 0 4 -1.5555 3 0.0042 2 91 M10 1 max 1.4081 5 0.0433 3 0.4368 3 0 5 0 5 0 5 92 min -0.3782 2 -0.2187 4 0 4 0 1 0 1 0 1 93 2 max 0.7399 5 0.0317 3 0.2867 3 0 1 0.0001 1 0.1154 3 94 min -0.163 2 -0.0814 4 0 1 -1.5555 3 -0.5732 3 -0.2799 4 95 3 max 0.6822 5 0.0317 3 0.2867 3 0 1 0.269 3 0.0222 3 96 min -0.163 2 -0.0814 4 0 1 -1.5555 3 0 4 -0.0409 4 97 4 max 0.6245 5 0.0317 3 0.2867 3 0 1 1.1113 3 0.1981 4 98 min -0.163 2 -0.0814 4 0 1 -1.5555 3 0 4 -0.071 3 99 5 max 0.5668 5 0.0317 3 0.2867 3 0 1 1.9535 3 0.4372 4 100 min -0.163 2 -0.0814 4 0 1 -1.5555 3 0 1 -0.1642 3 101 M11 1 max 1.3002 3 0.3686 5 0 5 0 5 27.1243 3 0 5 102 min -0.0362 4 0.0001 2 -3.9619 3 0 1 -0.0001 5 0 1 103 2 max 0.7635 5 0.3214 5 0 5 0 4 13.8665 3 1.2736 5 104 min 0.0005 2 -0.0002 2 -1.7889 3 -2.358 3 0 5 -0.0006 2 105 3 max 0.6517 5 0.3214 5 0 5 0 4 8.6117 3 0.3294 5 106 min 0.0005 2 -0.0002 2 -1.7889 3 -2.358 3 0 5 -0.0001 2 107 4 max 0.5399 5 0.3214 5 0 5 0 4 3.3569 3 0.0005 2 108 min 0.0005 2 -0.0002 2 -1.7889 3 -2.358 3 0 5 -0.6147 5 109 5 max 0.428 5 0.3214 5 0 5 0 4 0 1 0.001 2 110 min 0.0005 2 -0.0002 2 -1.7889 3 -2.358 3 -1.898 3 -1.5589 5 111 M12 1 max 1.0542 1 0.4155 4 0 1 0 5 0 5 0 5 112 min -0.2514 4 -0.0047 1 -0.0362 2 0 1 0 1 0 1 113 2 max 0.5886 1 0.2969 4 0 4 0 4 1.1649 3 1.1617 4 114 min -0.1636 4 -0.0051 1 -0.0774 3 -1.9959 3 0 4 -0.0158 1 115 3 max 0.5309 1 0.2969 4 0 4 0 4 0.9375 3 0.2899 5 116 min -0.1636 4 -0.0051 1 -0.0774 3 -1.9959 3 0 4 -0.0009 1 117 4 max 0.4732 1 0.2969 4 0 4 0 4 0.71 3 0.0139 1 118 min -0.1636 4 -0.0051 1 -0.0774 3 -1.9959 3 0 4 -0.5826 4 119 5 max 0.4154 1 0.2969 4 0 4 0 4 0.4826 3 0.0288 1 120 min -0.1636 4 -0.0051 1 -0.0774 3 -1.9959 3 0 4 -1.4547 4 121 M13 1 max 1.2898 1 0.3652 5 0 5 0 5 26.2998 3 0 5 122 min -0.0345 4 -0.0001 2 -3.8485 3 0 1 0 5 0 1 123 2 max 0.7574 5 0.3205 5 0 5 0 4 13.7379 3 1.2248 5 124 min -0.0005 2 0.0002 2 -1.8015 3 -2.2633 3 0 5 0.0005 2 125 3 max 0.648 5 0.3205 5 0 5 0 4 8.5585 3 0.3032 5 126 min -0.0005 2 0.0002 2 -1.8015 3 -2.2633 3 0 5 0 2 127 4 max 0.5385 5 0.3205 5 0 5 0 4 3.3791 3 -0.0005 2 128 min -0.0005 2 0.0002 2 -1.8015 3 -2.2633 3 0 5 -0.6184 5 129 5 max 0.4291 5 0.3205 5 0 5 0 4 0 4 -0.001 2 130 min -0.0005 2 0.0002 2 -1.8015 3 -2.2633 3 -1.8003 3 -1.5399 5 131 M14 1 max 1.215 3 0.0005 2 0.4888 3 0 5 0 5 0 5 132 min -0.532 4 -0.3517 5 -0.0002 5 0 1 0 1 0 1 133 2 max 0.6246 3 0.0007 2 0.2356 3 1.4306 3 0 4 0.0019 2 102 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 19 Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 134 min -0.2569 4 -0.1384 5 0 4 0 4 -0.4295 3 -0.4477 5 135 3 max 0.5681 3 0.0007 2 0.2356 3 1.4306 3 0.248 3 -0.0001 2 136 min -0.2569 4 -0.1384 5 0 4 0 4 -0.0002 5 -0.0499 5 137 4 max 0.5116 3 0.0007 2 0.2356 3 1.4306 3 0.9255 3 0.348 5 138 min -0.2569 4 -0.1384 5 0 4 0 4 -0.0001 5 -0.0021 2 139 5 max 0.4551 3 0.0007 2 0.2356 3 1.4306 3 1.603 3 0.7458 5 140 min -0.2569 4 -0.1384 5 0 4 0 4 0 4 -0.0041 2 141 M15 1 max 1.1199 5 0.3633 5 0.3386 3 0 5 0 5 0 5 142 min 0 2 0 2 0 1 0 1 0 1 0 1 143 2 max 0.6158 5 0.2478 5 0 5 0.5223 3 2.3095 3 0.9406 5 144 min 0 2 0 2 -0.1496 3 0 4 0 1 0 2 145 3 max 0.5593 5 0.2478 5 0 5 0.5223 3 1.8793 3 0.228 5 146 min 0 2 0 2 -0.1496 3 0 4 0 1 0 2 147 4 max 0.5028 5 0.2478 5 0 5 0.5223 3 1.4492 3 0 2 148 min 0 2 0 2 -0.1496 3 0 4 0 1 -0.4845 5 149 5 max 0.4463 5 0.2478 5 0 5 0.5223 3 1.019 3 -0.0001 2 150 min 0 2 0 2 -0.1496 3 0 4 0 1 -1.1971 5 151 M16 1 max 1.1202 3 0.3452 5 0 4 0 5 0 5 0 5 152 min -0.0595 4 -0.001 1 -0.6414 3 0 1 0 1 0 1 153 2 max 0.6169 3 0.24 5 0 5 0 4 0.9059 3 0.9165 5 154 min -0.0351 4 0 2 -0.143 3 -0.6038 3 0 5 0.0001 2 155 3 max 0.5604 3 0.24 5 0 5 0 4 0.4948 3 0.2264 5 156 min -0.0351 4 0 2 -0.143 3 -0.6038 3 0 5 0 2 157 4 max 0.5039 3 0.24 5 0 5 0 4 0.0846 2 0 2 158 min -0.0351 4 0 2 -0.143 3 -0.6038 3 0 5 -0.4636 5 159 5 max 0.4474 3 0.24 5 0 5 0 4 0 4 -0.0001 2 160 min -0.0351 4 0 2 -0.143 3 -0.6038 3 -0.3274 3 -1.1536 5 161 M17 1 max 1.3644 5 0.4176 5 0 4 0 5 0 5 0 5 162 min 0.0022 2 0.0005 2 -0.497 3 0 1 0 1 0 1 163 2 max 0.7799 5 0.2901 5 0 5 1.4212 3 0.6722 3 1.0674 5 164 min 0.0014 2 0.0005 2 -0.0808 3 0 4 0 5 0.0016 2 165 3 max 0.7234 5 0.2901 5 0 5 1.4212 3 0.4398 3 0.2334 5 166 min 0.0014 2 0.0005 2 -0.0808 3 0 4 0 5 -0.0002 1 167 4 max 0.6669 5 0.2901 5 0 5 1.4212 3 0.2074 3 -0.0015 2 168 min 0.0014 2 0.0005 2 -0.0808 3 0 4 0 5 -0.6007 5 169 5 max 0.6104 5 0.2901 5 0 5 1.4212 3 0 4 -0.0031 2 170 min 0.0014 2 0.0005 2 -0.0808 3 0 4 -0.0267 2 -1.4347 5 171 M18 1 max 1.3337 1 0.3498 5 0 1 0 5 22.395 3 0 5 172 min -0.0193 4 0.0001 2 -3.496 3 0 1 0 1 0 1 173 2 max 0.7762 1 0.302 5 0 1 0.7485 3 11.7823 3 1.1557 5 174 min -0.0196 4 -0.0006 3 -1.5231 3 0 4 0 1 -0.0018 3 175 3 max 0.6667 1 0.302 5 0 1 0.7485 3 7.4033 3 0.2875 5 176 min -0.0196 4 -0.0006 3 -1.5231 3 0 4 0 1 0 1 177 4 max 0.5573 1 0.302 5 0 1 0.7485 3 3.0242 3 0.0018 3 178 min -0.0196 4 -0.0006 3 -1.5231 3 0 4 0 1 -0.5806 5 179 5 max 0.4479 1 0.302 5 0 1 0.7485 3 0 4 0.0036 3 180 min -0.0196 4 -0.0006 3 -1.5231 3 0 4 -1.3548 3 -1.4487 5 181 M19 1 max 1.3368 1 0.3282 5 0 1 0 5 29.8779 3 0 5 182 min -0.0055 4 0 2 -4.175 3 0 1 0 1 0 1 183 2 max 0.779 1 0.3067 5 0 5 1.2889 3 15.8979 3 1.1685 5 184 min -0.005 4 0 2 -1.9961 3 0 4 0 1 0 2 185 3 max 0.6696 1 0.3067 5 0 5 1.2889 3 10.1591 3 0.2869 5 186 min -0.005 4 0 2 -1.9961 3 0 4 0 1 0 2 187 4 max 0.5601 1 0.3067 5 0 5 1.2889 3 4.4204 3 0 2 188 min -0.005 4 0 2 -1.9961 3 0 4 0 1 -0.5948 5 103 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 20 Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 189 5 max 0.4507 1 0.3067 5 0 5 1.2889 3 0 4 -0.0001 2 190 min -0.005 4 0 2 -1.9961 3 0 4 -1.3183 3 -1.4764 5 191 M20 1 max 1.1727 5 0.3435 5 0 4 0 5 0 5 0 5 192 min 0 2 -0.0007 1 -0.5 3 0 1 0 1 0 1 193 2 max 0.6472 5 0.2376 5 0 4 0.3 3 1.1316 3 0.9093 5 194 min 0 2 -0.0007 1 -0.1464 3 0 5 0 1 -0.0018 1 195 3 max 0.5907 5 0.2376 5 0 4 0.3 3 0.7107 3 0.2261 5 196 min 0 2 -0.0007 1 -0.1464 3 0 5 0 5 0 2 197 4 max 0.5342 5 0.2376 5 0 4 0.3 3 0.2897 3 0.0023 1 198 min 0 2 -0.0007 1 -0.1464 3 0 5 0 5 -0.4574 4 199 5 max 0.4777 5 0.2376 5 0 4 0.3 3 0 4 0.0044 1 200 min 0 2 -0.0007 1 -0.1464 3 0 5 -0.1312 3 -1.1402 5 201 M21 1 max 1.0523 3 0.4351 4 0 4 0 5 0 5 0 5 202 min -0.2538 4 -0.0067 3 -0.1126 2 0 1 0 1 0 1 203 2 max 0.5869 3 0.2934 4 0 1 0 4 1.0868 3 1.0926 4 204 min -0.1675 4 -0.0054 3 -0.0719 3 -1.8733 3 -0.0001 1 -0.0153 3 205 3 max 0.5304 3 0.2934 4 0 1 0 4 0.8801 3 0.2503 5 206 min -0.1675 4 -0.0054 3 -0.0719 3 -1.8733 3 0 1 0 2 207 4 max 0.4739 3 0.2934 4 0 1 0 4 0.6733 3 0.0158 3 208 min -0.1675 4 -0.0054 3 -0.0719 3 -1.8733 3 0 1 -0.5946 4 209 5 max 0.4174 3 0.2934 4 0 1 0 4 0.4666 3 0.0314 3 210 min -0.1675 4 -0.0054 3 -0.0719 3 -1.8733 3 0 1 -1.4382 4 211 M22 1 max 1.3944 5 0.0475 1 0.4611 3 0 5 0 5 0 5 212 min 0.3896 2 -0.2751 4 -0.0001 1 0 1 0 1 0 1 213 2 max 0.7375 5 0.0309 1 0.2742 3 0 4 0 4 0.1069 1 214 min 0.1624 2 -0.0843 4 0 4 -1.5007 3 -0.4967 3 -0.2599 4 215 3 max 0.681 5 0.0309 1 0.2742 3 0 4 0.2917 3 0.0182 3 216 min 0.1624 2 -0.0843 4 0 4 -1.5007 3 -0.0002 1 -0.0175 4 217 4 max 0.6245 5 0.0309 1 0.2742 3 0 4 1.0801 3 0.2249 4 218 min 0.1624 2 -0.0843 4 0 4 -1.5007 3 -0.0001 1 -0.0707 1 219 5 max 0.568 5 0.0309 1 0.2742 3 0 4 1.8685 3 0.4673 4 220 min 0.1624 2 -0.0843 4 0 4 -1.5007 3 0 4 -0.1595 1 221 M23 1 max 1.1634 5 0.2056 1 0 4 0 4 1.4306 3 0.2371 1 222 min -0.0007 2 -0.261 4 -0.8948 3 -1.603 3 0 4 -1.6797 4 223 2 max 0.572 5 0.1358 1 0 4 0 4 0.8539 3 0.0194 1 224 min -0.0012 2 -0.1354 4 -0.5899 3 -0.2231 3 0 1 -0.4823 4 225 3 max 0.0376 1 0.0464 1 0 1 0.0772 2 0.6084 3 0 2 226 min -0.0195 4 -0.1365 4 -0.8235 3 0 4 0 5 -0.3575 5 227 4 max 0.038 1 0 2 0.8015 3 0.5348 3 0.0463 3 0.201 4 228 min -0.4953 4 -0.1832 5 0 4 0 4 0 5 -0.1685 3 229 5 max 0.0346 1 0.0013 2 0.8371 3 1.8685 3 1.5007 3 1.9638 5 230 min -1.0998 4 -0.4891 5 0 4 0 4 0 4 -0.0057 2 231 M24 1 max 0.3716 5 0.2144 1 0 1 0 5 0 4 0.3111 1 232 min 0.0002 2 -0.2771 4 -0.3205 2 -1.7399 3 -1.4306 3 -1.5642 4 233 2 max 0.1968 5 0.1342 1 0 1 0 4 1.3531 3 0.0153 1 234 min 0 2 -0.2031 4 -0.8074 3 -1.0964 3 0 1 -0.6565 4 235 3 max 0.0602 5 0.0453 1 0 1 0 5 0.8405 3 0 2 236 min 0 2 -0.201 4 -0.5967 3 -2.3714 3 0 1 -0.4068 5 237 4 max 0.0153 3 0 2 0.4653 3 2.6282 3 0.423 3 0.2442 4 238 min -0.1654 4 -0.2476 5 0 5 0 4 0 5 -0.1659 1 239 5 max 0.0162 3 0.0009 2 0.2813 2 1.7522 3 0 4 1.9252 5 240 min -0.3508 4 -0.5204 5 0 5 0 1 -1.5007 3 -0.004 2 241 M25 1 max 0 4 0.2481 3 0.0037 1 0.0012 2 0 5 0 5 242 min -1.1116 3 -0.0048 4 -1.0153 4 -2.2731 5 0 1 0 1 243 2 max -0.0018 4 0.4763 3 0 2 0.0003 2 0.0115 1 0.0621 2 104 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 21 Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 244 min -0.6842 3 0.0029 1 -0.4989 5 -1.5518 5 -3.2755 5 -0.037 1 245 3 max 0.2346 2 0.5527 3 0.0001 3 0.5854 5 0.0085 1 1.1597 3 246 min -0.0049 5 0.0003 4 -0.0449 4 -0.0002 1 -3.9226 5 0.0003 4 247 4 max 0.6999 2 0.4742 2 0.4946 5 1.5536 5 0.0118 3 0.0053 4 248 min -0.0051 5 -0.0065 5 0 1 0.0003 2 -3.3707 5 -0.0983 3 249 5 max 1.138 3 0.1644 2 1.0268 4 2.2307 5 0 5 0 5 250 min 0 1 -0.0837 1 -0.0038 3 0.0012 2 0 1 0 1 251 M26 1 max 0.0002 1 0.3112 3 0 2 0.0002 2 0 5 0 5 252 min -0.4682 2 -0.0024 4 -0.1605 5 -2.6707 5 0 1 0 1 253 2 max 0.0001 4 0.7735 3 0.453 5 0.0047 1 0.0016 1 0.0241 2 254 min -0.4076 3 0.0005 4 -0.0007 3 -2.1021 5 -1.002 5 -0.0402 1 255 3 max 0.3592 2 0.8398 3 0.0006 1 0.8215 5 0.0012 1 1.8883 3 256 min -0.0035 5 -0.0001 4 -0.4827 5 -0.0024 1 -0.0653 5 -1.8385 2 257 4 max 0.5135 2 0.7165 3 0.0004 1 1.9985 5 0.0023 3 0.0008 4 258 min -0.0031 1 -0.0024 5 -0.3598 5 -0.0045 3 -1.2759 5 -0.0742 3 259 5 max 0.4414 2 0.2161 2 0.1809 5 2.6428 5 0 5 0 5 260 min 0 4 -0.0823 1 0 2 0.0002 2 0 1 0 1 261 M27 1 max 0 4 0.2505 3 0.0001 2 0.0362 1 0 5 0 5 262 min -1.1307 3 0.0041 4 -1.0249 5 -2.2227 4 0 1 0 1 263 2 max 0.0015 4 0.4845 3 0 1 0.0043 1 0.0002 2 0.0629 2 264 min -0.6973 3 -0.0028 4 -0.4989 5 -1.5429 5 -3.3066 5 -0.041 5 265 3 max 0.2359 2 0.5607 3 0 2 0.5853 5 0 2 1.1787 3 266 min -0.0035 1 -0.0003 4 -0.045 4 -0.0003 3 -3.9455 5 -0.0002 4 267 4 max 0.7087 2 0.4825 2 0.4946 5 1.5447 5 -0.0002 2 -0.0046 4 268 min -0.0034 1 -0.0033 1 -0.0001 3 -0.0046 3 -3.4021 5 -0.0986 3 269 5 max 1.1528 3 0.1672 2 1.0364 5 2.1805 4 0 5 0 5 270 min 0 5 -0.0876 5 0.0001 2 -0.0374 3 0 1 0 1 271 M28 1 max 0.0002 5 0.3203 3 0.0008 1 0.0146 1 0 5 0 5 272 min -0.5736 3 0.002 4 -0.1592 4 -2.6425 4 0 1 0 1 273 2 max -0.0001 4 0.8051 3 0.4545 5 0 2 0 2 0.025 2 274 min -0.4749 3 -0.0004 4 0 2 -2.1147 5 -1.0055 5 -0.0407 5 275 3 max 0.4008 2 0.8691 3 0 2 0.8279 5 0 2 1.9608 3 276 min -0.0035 1 0.0001 4 -0.4842 5 0 2 -0.0686 5 -1.9141 2 277 4 max 0.5954 2 0.7449 3 0 2 2.0105 5 0 2 -0.0007 4 278 min -0.0032 5 -0.0018 1 -0.3607 5 0 2 -1.2815 5 -0.0755 3 279 5 max 0.5526 3 0.2247 2 0.1797 4 2.6138 4 0 5 0 5 280 min 0 4 -0.0844 5 -0.0008 3 -0.0155 3 0 1 0 1 281 M29 1 max 0.7238 5 0.1831 5 -0.0016 4 0 5 0 5 0 5 282 min -0.8094 2 0.0001 2 -0.3691 3 0 1 0 1 0 1 283 2 max 0.4209 5 0.0959 5 -0.0018 4 0.0063 3 1.7601 3 0.1505 5 284 min -0.3098 2 0.0001 2 -0.4389 3 -2.028 5 0.0055 4 0 2 285 3 max 0.3644 5 0.0959 5 -0.0018 4 0.0063 3 0.4982 3 -0.0003 2 286 min -0.3098 2 0.0001 2 -0.4389 3 -2.028 5 0.0002 4 -0.1254 5 287 4 max 0.3079 5 0.0959 5 -0.0018 4 0.0063 3 -0.0051 4 -0.0006 2 288 min -0.3098 2 0.0001 2 -0.4389 3 -2.028 5 -0.7638 3 -0.4012 5 289 5 max 0.2514 5 0.0959 5 -0.0018 4 0.0063 3 -0.0103 4 -0.0009 2 290 min -0.3098 2 0.0001 2 -0.4389 3 -2.028 5 -2.0257 3 -0.6771 5 291 M30 1 max 0.713 1 0.1779 4 0.0014 4 0 5 0 5 0 5 292 min -0.835 2 -0.0045 3 -0.4046 3 0 1 0 1 0 1 293 2 max 0.4132 1 0.0901 4 0.0016 4 0 2 1.7812 3 0.1391 4 294 min -0.3153 2 -0.0048 3 -0.4454 3 -2.0455 5 -0.0047 4 -0.0082 3 295 3 max 0.3567 1 0.0901 4 0.0016 4 0 2 0.5008 3 0.0054 3 296 min -0.3153 2 -0.0048 3 -0.4454 3 -2.0455 5 -0.0002 4 -0.1198 4 297 4 max 0.3002 1 0.0901 4 0.0016 4 0 2 0.0044 4 0.0191 3 298 min -0.3153 2 -0.0048 3 -0.4454 3 -2.0455 5 -0.7796 3 -0.3787 4 105 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 22 Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 299 5 max 0.2437 1 0.0901 4 0.0016 4 0 2 0.0089 4 0.0328 3 300 min -0.3153 2 -0.0048 3 -0.4454 3 -2.0455 5 -2.06 3 -0.6377 4 301 M31 1 max 0.6491 1 0.94 5 0 4 0 5 0 5 0 5 302 min -0.0295 2 0 2 -0.896 3 0 1 0 1 0 1 303 2 max 0.3814 3 0.0871 5 0 4 0.0001 2 1.6533 3 0.0025 3 304 min -0.0006 4 0 2 -0.4644 3 -0.0475 5 0.0001 4 -0.4049 5 305 3 max 0.3274 3 0.0871 5 0 4 0.0001 2 0.3762 3 0.0018 3 306 min -0.0006 4 0 2 -0.4644 3 -0.0475 5 0 4 -0.6446 5 307 4 max 0.2733 3 0.0871 5 0 4 0.0001 2 0 4 0.0011 3 308 min -0.0006 4 0 2 -0.4644 3 -0.0475 5 -0.9008 3 -0.8842 5 309 5 max 0.2193 3 0.0871 5 0 4 0.0001 2 -0.0001 4 0.0003 3 310 min -0.0006 4 0 2 -0.4644 3 -0.0475 5 -2.1779 3 -1.1239 5 311 M32 1 max 0.6656 3 0.5952 5 0 4 0 5 0 5 0 5 312 min -0.0042 4 0 2 -0.6214 3 0 1 0 1 0 1 313 2 max 0.4098 3 0.0895 5 0.0002 4 0.0026 1 1.7759 3 -0.0001 2 314 min -0.0037 4 0 2 -0.4671 3 -1.1878 5 -0.0006 4 -0.2127 5 315 3 max 0.3546 3 0.0895 5 0.0002 4 0.0026 1 0.4621 3 -0.0001 2 316 min -0.0037 4 0 2 -0.4671 3 -1.1878 5 0.0001 4 -0.4645 5 317 4 max 0.2993 3 0.0895 5 0.0002 4 0.0026 1 0.0008 5 -0.0001 2 318 min -0.0037 4 0 2 -0.4671 3 -1.1878 5 -0.8518 3 -0.7164 5 319 5 max 0.244 3 0.0895 5 0.0002 4 0.0026 1 0.0014 4 -0.0002 2 320 min -0.0037 4 0 2 -0.4671 3 -1.1878 5 -2.1656 3 -0.9682 5 321 M33 1 max 0.6647 3 0.5945 5 0 4 0 5 0 5 0 5 322 min 0.0036 4 -0.0003 3 -0.6694 3 0 1 0 1 0 1 323 2 max 0.4098 3 0.0894 5 0 1 0.0001 2 1.8001 3 0.0035 3 324 min 0.0032 4 -0.0001 3 -0.4745 3 -1.1949 5 0.0001 1 -0.2074 4 325 3 max 0.3545 3 0.0894 5 0 1 0.0001 2 0.4655 3 0.0038 3 326 min 0.0032 4 -0.0001 3 -0.4745 3 -1.1949 5 -0.0001 4 -0.4582 4 327 4 max 0.2992 3 0.0894 5 0 1 0.0001 2 0.0001 1 0.0041 3 328 min 0.0032 4 -0.0001 3 -0.4745 3 -1.1949 5 -0.8691 3 -0.709 4 329 5 max 0.2439 3 0.0894 5 0 1 0.0001 2 0.0001 1 0.0043 3 330 min 0.0032 4 -0.0001 3 -0.4745 3 -1.1949 5 -2.2036 3 -0.9598 4 331 M34 1 max 0.6497 5 0.9372 5 0 4 0 5 0 5 0 5 332 min -0.0279 2 -0.0011 3 -0.8351 3 0 1 0 1 0 1 333 2 max 0.3813 3 0.0865 5 0 4 0.0001 1 1.6328 3 0 2 334 min 0.0007 4 -0.0002 3 -0.4573 3 -0.0471 5 -0.0001 4 -0.4104 5 335 3 max 0.3272 3 0.0865 5 0 4 0.0001 1 0.3751 3 0 2 336 min 0.0007 4 -0.0002 3 -0.4573 3 -0.0471 5 0 4 -0.6484 5 337 4 max 0.2732 3 0.0865 5 0 4 0.0001 1 0 4 0 2 338 min 0.0007 4 -0.0002 3 -0.4573 3 -0.0471 5 -0.8826 3 -0.8864 5 339 5 max 0.2191 3 0.0865 5 0 4 0.0001 1 0.0001 4 0 2 340 min 0.0007 4 -0.0002 3 -0.4573 3 -0.0471 5 -2.1402 3 -1.1244 5 341 M35 1 max 1.5873 3 0.121 4 0.0074 1 0 5 0 5 0 5 342 min -0.0093 4 -0.0047 1 -0.539 2 0 1 0 1 0 1 343 2 max 0.7235 3 0.1058 4 0.0034 1 2.0959 5 1.6505 2 0.211 4 344 min -0.0069 4 -0.0047 1 -0.4359 2 0 2 -0.0118 1 -0.0075 1 345 3 max 0.6682 3 0.1058 4 0.0034 1 2.0959 5 0.4244 2 0.0056 1 346 min -0.0069 4 -0.0047 1 -0.4359 2 0 2 -0.0022 5 -0.0866 4 347 4 max 0.6129 3 0.1058 4 0.0034 1 2.0959 5 0.0076 1 0.0188 1 348 min -0.0069 4 -0.0047 1 -0.4359 2 0 2 -0.8016 2 -0.3841 4 349 5 max 0.5577 3 0.1058 4 0.0034 1 2.0959 5 0.0173 1 0.0319 1 350 min -0.0069 4 -0.0047 1 -0.4359 2 0 2 -2.0277 2 -0.6817 4 351 M36 1 max 0.6431 1 0.8049 5 0 4 0 5 0 5 0 5 352 min -0.0415 2 -0.0003 3 -0.8463 3 0 1 0 1 0 1 353 2 max 0.3749 1 0.0886 5 0 1 1.1664 5 1.6427 3 0.0001 2 106 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 23 Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 354 min -0.0316 2 0 2 -0.4596 3 -0.0026 3 -0.0001 1 -0.2815 5 355 3 max 0.3209 1 0.0886 5 0 1 1.1664 5 0.3788 3 0.0001 2 356 min -0.0316 2 0 2 -0.4596 3 -0.0026 3 -0.0002 5 -0.5253 5 357 4 max 0.2668 1 0.0886 5 0 1 1.1664 5 -0.0001 1 0.0001 2 358 min -0.0316 2 0 2 -0.4596 3 -0.0026 3 -0.885 3 -0.769 5 359 5 max 0.2128 1 0.0886 5 0 1 1.1664 5 -0.0001 1 0.0001 2 360 min -0.0316 2 0 2 -0.4596 3 -0.0026 3 -2.1488 3 -1.0128 5 361 M37 1 max 0.6463 5 0.8055 5 0 4 0 5 0 5 0 5 362 min -0.0423 2 0 2 -0.9086 3 0 1 0 1 0 1 363 2 max 0.3778 5 0.0884 5 0.0002 4 1.1733 5 1.6632 3 0.003 1 364 min -0.0318 2 -0.0001 1 -0.4666 3 0.0001 2 -0.0004 5 -0.2764 4 365 3 max 0.3237 5 0.0884 5 0.0002 4 1.1733 5 0.38 3 0.0033 1 366 min -0.0318 2 -0.0001 1 -0.4666 3 0.0001 2 -0.0001 1 -0.5191 4 367 4 max 0.2697 5 0.0884 5 0.0002 4 1.1733 5 0.0006 4 0.0037 1 368 min -0.0318 2 -0.0001 1 -0.4666 3 0.0001 2 -0.9032 3 -0.7617 4 369 5 max 0.2157 5 0.0884 5 0.0002 4 1.1733 5 0.0011 4 0.0041 1 370 min -0.0318 2 -0.0001 1 -0.4666 3 0.0001 2 -2.1864 3 -1.0044 4 371 M38 1 max 1.5591 3 0.1261 5 0.0089 5 0 5 0 5 0 5 372 min 0.0108 4 -0.0001 2 -0.4945 2 0 1 0 1 0 1 373 2 max 0.7177 3 0.1118 5 0.0051 5 2.0779 5 1.6313 2 0.222 5 374 min 0.008 4 -0.0001 2 -0.4296 2 -0.0065 1 -0.0164 5 0 2 375 3 max 0.6624 3 0.1118 5 0.0051 5 2.0779 5 0.4232 2 0.0003 2 376 min 0.008 4 -0.0001 2 -0.4296 2 -0.0065 1 -0.0021 1 -0.0924 5 377 4 max 0.6072 3 0.1118 5 0.0051 5 2.0779 5 0.0123 5 0.0005 2 378 min 0.008 4 -0.0001 2 -0.4296 2 -0.0065 1 -0.785 2 -0.4069 5 379 5 max 0.5519 3 0.1118 5 0.0051 5 2.0779 5 0.0267 5 0.0008 2 380 min 0.008 4 -0.0001 2 -0.4296 2 -0.0065 1 -1.9931 2 -0.7213 5 Envelope Maximum Member Section Forces Member Axial[k]Loc[ft]LCy Shear[k]Loc[ft]LCz Shear[k]Loc[ft]LCTorque[k-ft]Loc[ft]LCy-y Moment[k-ft]Loc[ft]LCz-z Moment[k-ft]Loc[ft]LC 1 M1 max0.8165 0 1 -0.0005 2.6927 2 0.4627 2.6927 3 1.4664 11.75 3 1.6621 11.75 3 0.7787 2.6927 5 2 min-0.5393 0 4 -0.2892 0 5 0 2.8151 5 0 2.8151 4 -0.5173 2.8151 3 -0.4944 2.8151 5 3 M2 max1.1242 0 5 0.353 2.6927 5 0.4368 2.6927 3 0.5681 11.75 3 2.508 2.8151 3 1.0267 2.8151 5 4 min 0 2.8151 2 0 0 2 -0.1657 2.8151 3 0 2.8151 4 0 2.6927 1 -1.2143 11.75 5 5 M3 max1.1249 0 1 0.3375 2.6927 5 0 11.75 4 0 2.6927 5 0.905 2.8151 3 0.9971 2.8151 5 6 min-0.0612 0 4 -0.0005 0 3 -0.5802 0 3 -0.5804 2.8151 3 -1.5624 2.6927 3 -1.1696 11.75 5 7 M4 max1.3673 0 5 0.3976 2.6927 5 0 2.6927 4 1.5143 11.75 3 0.6935 2.8151 3 1.1723 2.8151 5 8 min-0.0023 0 2 -0.0006 2.8151 2 -0.4263 0 3 0 2.8151 4 -1.1479 2.6927 3 -1.4514 11.75 5 9 M5 max 1.344 0 3 0.3512 2.6927 5 0 2.6927 1 0.8193 11.75 3 23.1087 0 3 1.2404 2.8151 5 10 min-0.0193 0 4 -0.0003 2.8151 1 -3.5789 0 3 0 2.8151 4 -1.402 11.75 3 -1.4687 11.75 5 11 M6 max1.3466 0 3 0.3368 2.6927 5 0 11.75 4 1.3166 11.75 3 30.9149 0 3 1.2486 2.8151 5 12 min-0.0057 0 4 0 0 2 -4.303 0 3 0 2.8151 4 -1.4087 11.75 3 -1.4928 11.75 5 13 M7 max1.1794 0 5 0.3362 2.6927 5 0 2.6927 4 0.2436 11.75 3 1.1608 2.8151 3 0.9888 2.8151 5 14 min 0 0 2 -0.0008 2.8151 3 -0.434 0 3 0 2.8151 5 -1.1686 2.6927 3 -1.1558 11.75 5 15 M8 max1.1718 9.1667 5 0.2198 10.0833 1 1.125 69.6667 3 2.4361 78.8333 3 4.1954 40.3333 3 1.9516 88 5 16 min-1.1084 79.75 4 -0.488 88 5 -1.1452 40.3333 3 -1.6658 10.0833 3 -3.7405 55 3 -1.6686 0 4 17 M9 max0.3328 9.1667 5 0.2183 10.0833 1 1.2578 39.4167 3 2.5845 69.6667 3 4.8733 70.5833 3 1.9796 88 5 18 min-0.3178 79.75 4 -0.5307 88 5 -1.26 70.5833 3 -2.2885 40.3333 3 -3.047 30.25 3 -1.6144 0 4 19 M10 max1.4081 0 5 0.0433 2.6927 3 0.4368 2.6927 3 0 2.6927 5 1.9535 11.75 3 0.5889 2.6927 4 20 min-0.3782 0 2 -0.2187 0 4 0 0 4 -1.5555 2.8151 3 -0.6083 2.8151 3 -0.2898 2.8151 4 21 M11 max1.3002 0 3 0.3686 2.6927 5 0 2.6927 5 0 2.6927 5 27.1243 0 3 1.3129 2.8151 5 22 min-0.0362 0 4 -0.0002 2.8151 2 -3.9619 0 3 -2.358 2.8151 3 -1.898 11.75 3 -1.5589 11.75 5 23 M12 max1.0542 0 1 0.4155 2.6927 4 0 11.75 4 0 2.6927 5 1.1744 2.8151 3 1.198 2.8151 4 24 min-0.2514 0 4 -0.0051 2.8151 1 -0.0774 2.8151 3 -1.9959 2.8151 3 -0.0974 2.6927 2 -1.4547 11.75 4 25 M13 max1.2898 0 1 0.3652 2.3958 5 0 2.3958 5 0 2.3958 5 26.2998 0 3 1.34 2.5156 5 107 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 24 Envelope Maximum Member Section Forces (Continued) Member Axial[k]Loc[ft]LCy Shear[k]Loc[ft]LCz Shear[k]Loc[ft]LCTorque[k-ft]Loc[ft]LCy-y Moment[k-ft]Loc[ft]LCz-z Moment[k-ft]Loc[ft]LC 26 min-0.0345 0 4 -0.0001 0 2 -3.8485 0 3 -2.2633 2.5156 3 -1.8003 11.5 3 -1.5399 11.5 5 27 M14 max 1.215 0 3 0.0007 11.5 2 0.4888 2.3958 3 1.4306 11.5 3 1.603 11.5 3 0.8426 2.3958 5 28 min-0.532 0 4 -0.3517 0 5 -0.0002 0 5 0 2.5156 4 -0.5142 2.5156 3 -0.4974 2.5156 5 29 M15 max 1.1199 0 5 0.3633 2.3958 5 0.3386 2.3958 3 0.5223 11.5 3 2.3632 2.5156 3 1.0296 2.5156 5 30 min 0 0 2 0 2.5156 2 -0.1496 2.5156 3 0 2.5156 4 0 11.5 1 -1.1971 11.5 5 31 M16 max1.1202 0 3 0.3452 2.3958 5 0 11.5 5 0 2.3958 5 0.9573 2.5156 3 1.0027 2.5156 5 32 min-0.0595 0 4 -0.001 0 1 -0.6414 0 3 -0.6038 2.5156 3 -1.5368 2.3958 3 -1.1536 11.5 5 33 M17 max1.3644 0 5 0.4176 2.3958 5 0 11.5 5 1.4212 11.5 3 0.7013 2.5156 3 1.1716 2.5156 5 34 min 0.0014 2.5156 2 0.0005 0 2 -0.497 0 3 0 2.5156 4 -1.1908 2.3958 3 -1.4347 11.5 5 35 M18 max1.3337 0 1 0.3498 2.3958 5 0 2.3958 1 0.7485 11.5 3 22.395 0 3 1.2642 2.5156 5 36 min-0.0196 2.5156 4 -0.0006 2.5156 3 -3.496 0 3 0 2.5156 4 -1.3548 11.5 3 -1.4487 11.5 5 37 M19 max1.3368 0 1 0.3282 2.3958 5 0 2.3958 1 1.2889 11.5 3 29.8779 0 3 1.2787 2.5156 5 38 min-0.0055 0 4 0 2.5156 2 -4.175 0 3 0 2.5156 4 -1.3183 11.5 3 -1.4764 11.5 5 39 M20 max1.1727 0 5 0.3435 2.3958 5 0 11.5 4 0.3 11.5 3 1.1842 2.5156 3 0.9947 2.5156 5 40 min 0 0 2 -0.0007 2.5156 1 -0.5 0 3 0 2.5156 5 -1.1979 2.3958 3 -1.1402 11.5 5 41 M21 max1.0523 0 3 0.4351 2.3958 4 0 11.5 1 0 2.3958 5 1.1126 2.5156 3 1.198 2.5156 4 42 min-0.2538 0 4 -0.0067 0 3 -0.1126 0 2 -1.8733 2.5156 3 -0.2698 2.3958 2 -1.4382 11.5 4 43 M22 max1.3944 0 5 0.0475 2.3958 1 0.4611 2.3958 3 0 2.3958 5 1.8685 11.5 3 0.659 2.3958 4 44 min 0.1624 2.5156 2 -0.2751 0 4 -0.0001 0 1 -1.5007 2.5156 3 -0.5952 2.5156 3 -0.2902 2.5156 4 45 M23 max1.1634 9.1667 5 0.2203 10.0833 3 1.1183 69.6667 3 2.3351 78.8333 3 4.2085 40.3333 3 1.9638 88 5 46 min-1.0998 79.75 4 -0.4891 88 5 -1.1403 40.3333 3 -1.603 0 3 -3.6204 55 3 -1.6797 0 4 47 M24 max0.3716 9.1667 5 0.2182 10.0833 3 1.1887 39.4167 3 2.6282 69.6667 3 4.5314 70.5833 3 1.9252 88 5 48 min-0.3508 79.75 4 -0.5204 88 5 -1.1876 70.5833 3 -2.3714 40.3333 3 -2.7668 30.25 3 -1.5642 0 4 49 M25 max 1.138 29 3 0.5842 4.8333 3 1.0268 29 4 2.2307 29 5 0.0182 24.1667 3 1.3067 4.8333 3 50 min-1.1116 0 3 -0.1234 4.5312 5 -1.0153 0 4 -2.2731 0 5 -4.3137 19.3333 5 -1.2068 24.1667 2 51 M26 max0.513524.1667 2 0.8815 4.8333 3 0.6357 9.3646 5 2.6428 29 5 0.1622 4.5312 4 1.9838 4.8333 3 52 min-0.4682 0 2 -0.1224 4.5312 5 -0.5686 19.3333 5 -2.6707 0 5 -1.893 24.1667 5 -1.8385 14.5 2 53 M27 max1.1528 29 3 0.5924 4.8333 3 1.0364 29 5 2.1805 29 4 0.0003 4.8333 2 1.3278 4.8333 3 54 min-1.1307 0 3 -0.119 4.5312 1 -1.0249 0 5 -2.2227 0 4 -4.345 19.3333 5 -1.2277 24.1667 2 55 M28 max0.595424.1667 2 0.9131 4.8333 3 0.6372 9.3646 5 2.6138 29 4 0.17 4.5312 5 2.0611 4.8333 3 56 min-0.5736 0 3 -0.1202 4.5312 1 -0.5695 19.3333 5 -2.6425 0 4 -1.9009 24.1667 5 -1.9141 14.5 2 57 M29 max0.7238 0 5 0.1831 2.3958 5 -0.0016 2.3958 4 0.0063 11.5 3 1.9179 2.5156 3 0.1849 2.5156 5 58 min-0.8094 0 2 0.0001 0 2 -0.4389 2.5156 3 -2.028 2.5156 5 -2.0257 11.5 3 -0.6771 11.5 5 59 M30 max 0.713 0 1 0.1779 2.3958 4 0.0016 11.5 4 0 2.3958 5 1.9412 2.5156 3 0.1715 2.5156 4 60 min-0.835 0 2 -0.0048 2.5156 3 -0.4454 2.5156 3 -2.0455 2.5156 5 -2.06 11.5 3 -0.6377 11.5 4 61 M31 max0.6491 0 1 0.94 1.9479 5 0 1.9479 4 0.0001 11 2 1.9726 2.0625 3 0.0027 2.0625 3 62 min-0.0295 0 2 0 0 2 -0.896 0 3 -0.0475 2.0625 5 -2.1779 11 3 -1.8311 1.9479 5 63 M32 max0.6656 0 3 0.5952 2.2266 5 0.0002 11.25 4 0.0026 11.25 1 1.9949 2.3438 3 0 0 5 64 min-0.0042 0 4 0 2.3438 2 -0.6214 0 3 -1.1878 2.3438 5 -2.1656 11.25 3 -1.3254 2.2266 5 65 M33 max0.6647 0 3 0.5945 2.2266 5 0 11.25 1 0.0001 11.25 2 2.0225 2.3438 3 0.0043 11.25 3 66 min 0.0032 2.3438 4 -0.0003 0 3 -0.6694 0 3 -1.1949 2.3438 5 -2.2036 11.25 3 -1.3237 2.2266 5 67 M34 max0.6497 0 5 0.9372 1.9479 5 0 11 4 0.0001 11 1 1.9472 2.0625 3 0.0021 1.9479 3 68 min-0.0279 0 2 -0.0011 0 3 -0.8351 0 3 -0.0471 2.0625 5 -2.1402 11 3 -1.8255 1.9479 5 69 M35 max1.5873 0 3 0.121 2.2266 4 0.0074 2.2266 1 2.0959 11.25 5 1.8549 2.3438 2 0.2606 2.3438 4 70 min-0.0093 0 4 -0.0047 2.3438 1 -0.539 0 2 0 2.3438 2 -2.0277 11.25 2 -0.6817 11.25 4 71 M36 max0.6431 0 1 0.8049 1.9479 5 0 11 1 1.1664 11 5 1.9586 2.0625 3 0.0006 1.9479 3 72 min-0.0415 0 2 -0.0003 0 3 -0.8463 0 3 -0.0026 2.0625 3 -2.1488 11 3 -1.5679 1.9479 5 73 M37 max0.6463 0 5 0.8055 1.9479 5 0.0002 11 4 1.1733 11 5 1.984 2.0625 3 0.0041 11 1 74 min-0.0423 0 2 -0.0001 2.0625 1 -0.9086 0 3 0 0 1 -2.1864 11 3 -1.569 1.9479 5 75 M38 max1.5591 0 3 0.1261 2.2266 5 0.0089 2.2266 5 2.0779 11.25 5 1.8327 2.3438 2 0.2744 2.3438 5 76 min 0.008 2.3438 4 -0.0001 2.3438 2 -0.4945 0 2 -0.0065 2.3438 1 -1.9931 11.25 2 -0.7213 11.25 5 108 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 25 Envelope Member End Reactions MemberMember End Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 1 M1 I max 0.8165 1 -0.0005 2 0.4627 3 0 5 0 5 0 5 2 min -0.5393 4 -0.2892 5 0 4 0 1 0 1 0 1 3 J max 0.289 1 -0.0007 2 0.2439 3 1.4664 3 1.6621 3 0.7145 5 4 min -0.2559 4 -0.1353 5 0 5 0 4 0 4 0.0042 2 5 M2 I max 1.1242 5 0.353 5 0.4368 3 0 5 0 5 0 5 6 min 0 2 0 2 0 1 0 1 0 1 0 1 7 J max 0.4462 5 0.2508 5 0 4 0.5681 3 1.0276 3 0.0001 2 8 min 0 2 0 2 -0.1657 3 0 4 0 1 -1.2143 5 9 M3 I max 1.1249 1 0.3375 5 0 4 0 5 0 5 0 5 10 min -0.0612 4 -0.0005 3 -0.5802 3 0 1 0 1 0 1 11 J max 0.4473 1 0.2425 5 0 4 0 4 0 4 0.0001 2 12 min -0.0351 4 0 2 -0.136 3 -0.5804 3 -0.31 3 -1.1696 5 13 M4 I max 1.3673 5 0.3976 5 0 4 0 5 0 5 0 5 14 min -0.0023 2 -0.0005 2 -0.4263 3 0 1 0 1 0 1 15 J max 0.6069 5 0.2937 5 0 4 1.5143 3 0.0037 3 0.0032 2 16 min -0.0014 2 -0.0006 2 -0.0772 3 0 4 0 1 -1.4514 5 17 M5 I max 1.344 3 0.3512 5 0 1 0 5 23.1087 3 0 5 18 min -0.0193 4 -0.0001 2 -3.5789 3 0 1 -0.0001 1 0 1 19 J max 0.4485 3 0.3032 5 0 1 0.8193 3 0 4 0.0024 1 20 min -0.0188 4 -0.0003 1 -1.5071 3 0 4 -1.402 3 -1.4687 5 21 M6 I max 1.3466 3 0.3368 5 0 5 0 5 30.9149 3 0 5 22 min -0.0057 4 0 2 -4.303 3 0 1 0 1 0 1 23 J max 0.4509 3 0.3068 5 0 4 1.3166 3 0 4 0.0001 2 24 min -0.0049 4 0 2 -1.9915 3 0 4 -1.4087 3 -1.4928 5 25 M7 I max 1.1794 5 0.3362 5 0 4 0 5 0 5 0 5 26 min 0 2 -0.0005 3 -0.434 3 0 1 0 1 0 1 27 J max 0.4776 5 0.24 5 0 4 0.2436 3 0 4 0.0048 3 28 min 0 2 -0.0008 3 -0.1423 3 0 5 -0.1108 3 -1.1558 5 29 M8 I max 1.1718 5 0.2067 3 0 4 0 4 1.4664 3 0.2425 3 30 min 0.0008 2 -0.2601 4 -0.9089 3 -1.6621 3 0 4 -1.6686 4 31 J max 0.0355 3 -0.0014 2 0.8513 3 1.9535 3 1.5555 3 1.9516 5 32 min -1.1084 4 -0.488 5 0 4 0 1 0 1 0.0059 2 33 M9 I max 0.3328 5 0.2151 3 0 1 0 4 0 4 0.3145 3 34 min -0.0003 2 -0.2856 4 -0.334 2 -1.8056 3 -1.4664 3 -1.6144 4 35 J max 0.0112 1 -0.0009 2 0.2914 2 1.8282 3 0 1 1.9796 5 36 min -0.3178 4 -0.5307 5 0 5 0 4 -1.5555 3 0.0042 2 37 M10 I max 1.4081 5 0.0433 3 0.4368 3 0 5 0 5 0 5 38 min -0.3782 2 -0.2187 4 0 4 0 1 0 1 0 1 39 J max 0.5668 5 0.0317 3 0.2867 3 0 1 1.9535 3 0.4372 4 40 min -0.163 2 -0.0814 4 0 1 -1.5555 3 0 1 -0.1642 3 41 M11 I max 1.3002 3 0.3686 5 0 5 0 5 27.1243 3 0 5 42 min -0.0362 4 0.0001 2 -3.9619 3 0 1 -0.0001 5 0 1 43 J max 0.428 5 0.3214 5 0 5 0 4 0 1 0.001 2 44 min 0.0005 2 -0.0002 2 -1.7889 3 -2.358 3 -1.898 3 -1.5589 5 45 M12 I max 1.0542 1 0.4155 4 0 1 0 5 0 5 0 5 46 min -0.2514 4 -0.0047 1 -0.0362 2 0 1 0 1 0 1 47 J max 0.4154 1 0.2969 4 0 4 0 4 0.4826 3 0.0288 1 48 min -0.1636 4 -0.0051 1 -0.0774 3 -1.9959 3 0 4 -1.4547 4 49 M13 I max 1.2898 1 0.3652 5 0 5 0 5 26.2998 3 0 5 50 min -0.0345 4 -0.0001 2 -3.8485 3 0 1 0 5 0 1 51 J max 0.4291 5 0.3205 5 0 5 0 4 0 4 -0.001 2 52 min -0.0005 2 0.0002 2 -1.8015 3 -2.2633 3 -1.8003 3 -1.5399 5 53 M14 I max 1.215 3 0.0005 2 0.4888 3 0 5 0 5 0 5 54 min -0.532 4 -0.3517 5 -0.0002 5 0 1 0 1 0 1 55 J max 0.4551 3 0.0007 2 0.2356 3 1.4306 3 1.603 3 0.7458 5 109 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 26 Envelope Member End Reactions (Continued) MemberMember End Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 56 min -0.2569 4 -0.1384 5 0 4 0 4 0 4 -0.0041 2 57 M15 I max 1.1199 5 0.3633 5 0.3386 3 0 5 0 5 0 5 58 min 0 2 0 2 0 1 0 1 0 1 0 1 59 J max 0.4463 5 0.2478 5 0 5 0.5223 3 1.019 3 -0.0001 2 60 min 0 2 0 2 -0.1496 3 0 4 0 1 -1.1971 5 61 M16 I max 1.1202 3 0.3452 5 0 4 0 5 0 5 0 5 62 min -0.0595 4 -0.001 1 -0.6414 3 0 1 0 1 0 1 63 J max 0.4474 3 0.24 5 0 5 0 4 0 4 -0.0001 2 64 min -0.0351 4 0 2 -0.143 3 -0.6038 3 -0.3274 3 -1.1536 5 65 M17 I max 1.3644 5 0.4176 5 0 4 0 5 0 5 0 5 66 min 0.0022 2 0.0005 2 -0.497 3 0 1 0 1 0 1 67 J max 0.6104 5 0.2901 5 0 5 1.4212 3 0 4 -0.0031 2 68 min 0.0014 2 0.0005 2 -0.0808 3 0 4 -0.0267 2 -1.4347 5 69 M18 I max 1.3337 1 0.3498 5 0 1 0 5 22.395 3 0 5 70 min -0.0193 4 0.0001 2 -3.496 3 0 1 0 1 0 1 71 J max 0.4479 1 0.302 5 0 1 0.7485 3 0 4 0.0036 3 72 min -0.0196 4 -0.0006 3 -1.5231 3 0 4 -1.3548 3 -1.4487 5 73 M19 I max 1.3368 1 0.3282 5 0 1 0 5 29.8779 3 0 5 74 min -0.0055 4 0 2 -4.175 3 0 1 0 1 0 1 75 J max 0.4507 1 0.3067 5 0 5 1.2889 3 0 4 -0.0001 2 76 min -0.005 4 0 2 -1.9961 3 0 4 -1.3183 3 -1.4764 5 77 M20 I max 1.1727 5 0.3435 5 0 4 0 5 0 5 0 5 78 min 0 2 -0.0007 1 -0.5 3 0 1 0 1 0 1 79 J max 0.4777 5 0.2376 5 0 4 0.3 3 0 4 0.0044 1 80 min 0 2 -0.0007 1 -0.1464 3 0 5 -0.1312 3 -1.1402 5 81 M21 I max 1.0523 3 0.4351 4 0 4 0 5 0 5 0 5 82 min -0.2538 4 -0.0067 3 -0.1126 2 0 1 0 1 0 1 83 J max 0.4174 3 0.2934 4 0 1 0 4 0.4666 3 0.0314 3 84 min -0.1675 4 -0.0054 3 -0.0719 3 -1.8733 3 0 1 -1.4382 4 85 M22 I max 1.3944 5 0.0475 1 0.4611 3 0 5 0 5 0 5 86 min 0.3896 2 -0.2751 4 -0.0001 1 0 1 0 1 0 1 87 J max 0.568 5 0.0309 1 0.2742 3 0 4 1.8685 3 0.4673 4 88 min 0.1624 2 -0.0843 4 0 4 -1.5007 3 0 4 -0.1595 1 89 M23 I max 1.1634 5 0.2056 1 0 4 0 4 1.4306 3 0.2371 1 90 min -0.0007 2 -0.261 4 -0.8948 3 -1.603 3 0 4 -1.6797 4 91 J max 0.0346 1 0.0013 2 0.8371 3 1.8685 3 1.5007 3 1.9638 5 92 min -1.0998 4 -0.4891 5 0 4 0 4 0 4 -0.0057 2 93 M24 I max 0.3716 5 0.2144 1 0 1 0 5 0 4 0.3111 1 94 min 0.0002 2 -0.2771 4 -0.3205 2 -1.7399 3 -1.4306 3 -1.5642 4 95 J max 0.0162 3 0.0009 2 0.2813 2 1.7522 3 0 4 1.9252 5 96 min -0.3508 4 -0.5204 5 0 5 0 1 -1.5007 3 -0.004 2 97 M25 I max 0 4 0.2481 3 0.0037 1 0.0012 2 0 5 0 5 98 min -1.1116 3 -0.0048 4 -1.0153 4 -2.2731 5 0 1 0 1 99 J max 1.138 3 0.1644 2 1.0268 4 2.2307 5 0 5 0 5 100 min 0 1 -0.0837 1 -0.0038 3 0.0012 2 0 1 0 1 101 M26 I max 0.0002 1 0.3112 3 0 2 0.0002 2 0 5 0 5 102 min -0.4682 2 -0.0024 4 -0.1605 5 -2.6707 5 0 1 0 1 103 J max 0.4414 2 0.2161 2 0.1809 5 2.6428 5 0 5 0 5 104 min 0 4 -0.0823 1 0 2 0.0002 2 0 1 0 1 105 M27 I max 0 4 0.2505 3 0.0001 2 0.0362 1 0 5 0 5 106 min -1.1307 3 0.0041 4 -1.0249 5 -2.2227 4 0 1 0 1 107 J max 1.1528 3 0.1672 2 1.0364 5 2.1805 4 0 5 0 5 108 min 0 5 -0.0876 5 0.0001 2 -0.0374 3 0 1 0 1 109 M28 I max 0.0002 5 0.3203 3 0.0008 1 0.0146 1 0 5 0 5 110 min -0.5736 3 0.002 4 -0.1592 4 -2.6425 4 0 1 0 1 110 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 27 Envelope Member End Reactions (Continued) MemberMember End Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 111 J max 0.5526 3 0.2247 2 0.1797 4 2.6138 4 0 5 0 5 112 min 0 4 -0.0844 5 -0.0008 3 -0.0155 3 0 1 0 1 113 M29 I max 0.7238 5 0.1831 5 -0.0016 4 0 5 0 5 0 5 114 min -0.8094 2 0.0001 2 -0.3691 3 0 1 0 1 0 1 115 J max 0.2514 5 0.0959 5 -0.0018 4 0.0063 3 -0.0103 4 -0.0009 2 116 min -0.3098 2 0.0001 2 -0.4389 3 -2.028 5 -2.0257 3 -0.6771 5 117 M30 I max 0.713 1 0.1779 4 0.0014 4 0 5 0 5 0 5 118 min -0.835 2 -0.0045 3 -0.4046 3 0 1 0 1 0 1 119 J max 0.2437 1 0.0901 4 0.0016 4 0 2 0.0089 4 0.0328 3 120 min -0.3153 2 -0.0048 3 -0.4454 3 -2.0455 5 -2.06 3 -0.6377 4 121 M31 I max 0.6491 1 0.94 5 0 4 0 5 0 5 0 5 122 min -0.0295 2 0 2 -0.896 3 0 1 0 1 0 1 123 J max 0.2193 3 0.0871 5 0 4 0.0001 2 -0.0001 4 0.0003 3 124 min -0.0006 4 0 2 -0.4644 3 -0.0475 5 -2.1779 3 -1.1239 5 125 M32 I max 0.6656 3 0.5952 5 0 4 0 5 0 5 0 5 126 min -0.0042 4 0 2 -0.6214 3 0 1 0 1 0 1 127 J max 0.244 3 0.0895 5 0.0002 4 0.0026 1 0.0014 4 -0.0002 2 128 min -0.0037 4 0 2 -0.4671 3 -1.1878 5 -2.1656 3 -0.9682 5 129 M33 I max 0.6647 3 0.5945 5 0 4 0 5 0 5 0 5 130 min 0.0036 4 -0.0003 3 -0.6694 3 0 1 0 1 0 1 131 J max 0.2439 3 0.0894 5 0 1 0.0001 2 0.0001 1 0.0043 3 132 min 0.0032 4 -0.0001 3 -0.4745 3 -1.1949 5 -2.2036 3 -0.9598 4 133 M34 I max 0.6497 5 0.9372 5 0 4 0 5 0 5 0 5 134 min -0.0279 2 -0.0011 3 -0.8351 3 0 1 0 1 0 1 135 J max 0.2191 3 0.0865 5 0 4 0.0001 1 0.0001 4 0 2 136 min 0.0007 4 -0.0002 3 -0.4573 3 -0.0471 5 -2.1402 3 -1.1244 5 137 M35 I max 1.5873 3 0.121 4 0.0074 1 0 5 0 5 0 5 138 min -0.0093 4 -0.0047 1 -0.539 2 0 1 0 1 0 1 139 J max 0.5577 3 0.1058 4 0.0034 1 2.0959 5 0.0173 1 0.0319 1 140 min -0.0069 4 -0.0047 1 -0.4359 2 0 2 -2.0277 2 -0.6817 4 141 M36 I max 0.6431 1 0.8049 5 0 4 0 5 0 5 0 5 142 min -0.0415 2 -0.0003 3 -0.8463 3 0 1 0 1 0 1 143 J max 0.2128 1 0.0886 5 0 1 1.1664 5 -0.0001 1 0.0001 2 144 min -0.0316 2 0 2 -0.4596 3 -0.0026 3 -2.1488 3 -1.0128 5 145 M37 I max 0.6463 5 0.8055 5 0 4 0 5 0 5 0 5 146 min -0.0423 2 0 2 -0.9086 3 0 1 0 1 0 1 147 J max 0.2157 5 0.0884 5 0.0002 4 1.1733 5 0.0011 4 0.0041 1 148 min -0.0318 2 -0.0001 1 -0.4666 3 0.0001 2 -2.1864 3 -1.0044 4 149 M38 I max 1.5591 3 0.1261 5 0.0089 5 0 5 0 5 0 5 150 min 0.0108 4 -0.0001 2 -0.4945 2 0 1 0 1 0 1 151 J max 0.5519 3 0.1118 5 0.0051 5 2.0779 5 0.0267 5 0.0008 2 152 min 0.008 4 -0.0001 2 -0.4296 2 -0.0065 1 -1.9931 2 -0.7213 5 Envelope Member Torsion Stresses MemberSec Torque[k-ft]LCTorsion Shear[ksi]LCy-y Warp Shear[ksi] z-z Warp Shear[ksi] z-Top Warp Bend[ksi] z-Bot Warp Bend[ksi] 1 M1 1 max 0 5 0 5 NC NC NC NC 2 min 0 1 0 1 NC NC NC NC 3 2 max 1.4664 3 0.8256 3 NC NC NC NC 4 min 0 4 0 4 NC NC NC NC 5 3 max 1.4664 3 0.8256 3 NC NC NC NC 6 min 0 4 0 4 NC NC NC NC 7 4 max 1.4664 3 0.8256 3 NC NC NC NC 8 min 0 4 0 4 NC NC NC NC 9 5 max 1.4664 3 0.8256 3 NC NC NC NC 10 min 0 4 0 4 NC NC NC NC 111 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 28 Envelope Member Torsion Stresses (Continued) MemberSec Torque[k-ft]LCTorsion Shear[ksi]LCy-y Warp Shear[ksi] z-z Warp Shear[ksi] z-Top Warp Bend[ksi] z-Bot Warp Bend[ksi] 11 M2 1 max 0 5 0 5 NC NC NC NC 12 min 0 1 0 1 NC NC NC NC 13 2 max 0.5681 3 0.3199 3 NC NC NC NC 14 min 0 4 0 4 NC NC NC NC 15 3 max 0.5681 3 0.3199 3 NC NC NC NC 16 min 0 4 0 4 NC NC NC NC 17 4 max 0.5681 3 0.3199 3 NC NC NC NC 18 min 0 4 0 4 NC NC NC NC 19 5 max 0.5681 3 0.3199 3 NC NC NC NC 20 min 0 4 0 4 NC NC NC NC 21 M3 1 max 0 5 0 5 NC NC NC NC 22 min 0 1 0 1 NC NC NC NC 23 2 max 0 4 0 4 NC NC NC NC 24 min -0.5804 3 -0.3268 3 NC NC NC NC 25 3 max 0 4 0 4 NC NC NC NC 26 min -0.5804 3 -0.3268 3 NC NC NC NC 27 4 max 0 4 0 4 NC NC NC NC 28 min -0.5804 3 -0.3268 3 NC NC NC NC 29 5 max 0 4 0 4 NC NC NC NC 30 min -0.5804 3 -0.3268 3 NC NC NC NC 31 M4 1 max 0 5 0 5 NC NC NC NC 32 min 0 1 0 1 NC NC NC NC 33 2 max 1.5143 3 0.8526 3 NC NC NC NC 34 min 0 4 0 4 NC NC NC NC 35 3 max 1.5143 3 0.8526 3 NC NC NC NC 36 min 0 4 0 4 NC NC NC NC 37 4 max 1.5143 3 0.8526 3 NC NC NC NC 38 min 0 4 0 4 NC NC NC NC 39 5 max 1.5143 3 0.8526 3 NC NC NC NC 40 min 0 4 0 4 NC NC NC NC 41 M5 1 max 0 5 0 5 NC NC NC NC 42 min 0 1 0 1 NC NC NC NC 43 2 max 0.8193 3 0.2406 3 NC NC NC NC 44 min 0 4 0 4 NC NC NC NC 45 3 max 0.8193 3 0.2406 3 NC NC NC NC 46 min 0 4 0 4 NC NC NC NC 47 4 max 0.8193 3 0.2406 3 NC NC NC NC 48 min 0 4 0 4 NC NC NC NC 49 5 max 0.8193 3 0.2406 3 NC NC NC NC 50 min 0 4 0 4 NC NC NC NC 51 M6 1 max 0 5 0 5 NC NC NC NC 52 min 0 1 0 1 NC NC NC NC 53 2 max 1.3166 3 0.3867 3 NC NC NC NC 54 min 0 4 0 4 NC NC NC NC 55 3 max 1.3166 3 0.3867 3 NC NC NC NC 56 min 0 4 0 4 NC NC NC NC 57 4 max 1.3166 3 0.3867 3 NC NC NC NC 58 min 0 4 0 4 NC NC NC NC 59 5 max 1.3166 3 0.3867 3 NC NC NC NC 60 min 0 4 0 4 NC NC NC NC 61 M7 1 max 0 5 0 5 NC NC NC NC 62 min 0 1 0 1 NC NC NC NC 63 2 max 0.2436 3 0.1372 3 NC NC NC NC 64 min 0 5 0 5 NC NC NC NC 65 3 max 0.2436 3 0.1372 3 NC NC NC NC 112 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 29 Envelope Member Torsion Stresses (Continued) MemberSec Torque[k-ft]LCTorsion Shear[ksi]LCy-y Warp Shear[ksi] z-z Warp Shear[ksi] z-Top Warp Bend[ksi] z-Bot Warp Bend[ksi] 66 min 0 5 0 5 NC NC NC NC 67 4 max 0.2436 3 0.1372 3 NC NC NC NC 68 min 0 5 0 5 NC NC NC NC 69 5 max 0.2436 3 0.1372 3 NC NC NC NC 70 min 0 5 0 5 NC NC NC NC 71 M8 1 max 0 4 0 4 NC NC NC NC 72 min -1.6621 3 -0.9358 3 NC NC NC NC 73 2 max 0 4 0 4 NC NC NC NC 74 min -0.2639 3 -0.1486 3 NC NC NC NC 75 3 max 0.1179 2 0.0664 2 NC NC NC NC 76 min 0 1 0 1 NC NC NC NC 77 4 max 0.5381 3 0.303 3 NC NC NC NC 78 min 0 4 0 4 NC NC NC NC 79 5 max 1.9535 3 1.0999 3 NC NC NC NC 80 min 0 1 0 1 NC NC NC NC 81 M9 1 max 0 4 0 4 NC NC NC NC 82 min -1.8056 3 -1.0166 3 NC NC NC NC 83 2 max 0 4 0 4 NC NC NC NC 84 min -1.0392 3 -0.5851 3 NC NC NC NC 85 3 max 0 5 0 5 NC NC NC NC 86 min -2.2885 3 -1.2884 3 NC NC NC NC 87 4 max 2.5845 3 1.4551 3 NC NC NC NC 88 min 0 4 0 4 NC NC NC NC 89 5 max 1.8282 3 1.0293 3 NC NC NC NC 90 min 0 4 0 4 NC NC NC NC 91 M10 1 max 0 5 0 5 NC NC NC NC 92 min 0 1 0 1 NC NC NC NC 93 2 max 0 1 0 1 NC NC NC NC 94 min -1.5555 3 -0.8758 3 NC NC NC NC 95 3 max 0 1 0 1 NC NC NC NC 96 min -1.5555 3 -0.8758 3 NC NC NC NC 97 4 max 0 1 0 1 NC NC NC NC 98 min -1.5555 3 -0.8758 3 NC NC NC NC 99 5 max 0 1 0 1 NC NC NC NC 100 min -1.5555 3 -0.8758 3 NC NC NC NC 101 M11 1 max 0 5 0 5 NC NC NC NC 102 min 0 1 0 1 NC NC NC NC 103 2 max 0 4 0 4 NC NC NC NC 104 min -2.358 3 -0.6925 3 NC NC NC NC 105 3 max 0 4 0 4 NC NC NC NC 106 min -2.358 3 -0.6925 3 NC NC NC NC 107 4 max 0 4 0 4 NC NC NC NC 108 min -2.358 3 -0.6925 3 NC NC NC NC 109 5 max 0 4 0 4 NC NC NC NC 110 min -2.358 3 -0.6925 3 NC NC NC NC 111 M12 1 max 0 5 0 5 NC NC NC NC 112 min 0 1 0 1 NC NC NC NC 113 2 max 0 4 0 4 NC NC NC NC 114 min -1.9959 3 -1.1237 3 NC NC NC NC 115 3 max 0 4 0 4 NC NC NC NC 116 min -1.9959 3 -1.1237 3 NC NC NC NC 117 4 max 0 4 0 4 NC NC NC NC 118 min -1.9959 3 -1.1237 3 NC NC NC NC 119 5 max 0 4 0 4 NC NC NC NC 120 min -1.9959 3 -1.1237 3 NC NC NC NC 113 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 30 Envelope Member Torsion Stresses (Continued) MemberSec Torque[k-ft]LCTorsion Shear[ksi]LCy-y Warp Shear[ksi] z-z Warp Shear[ksi] z-Top Warp Bend[ksi] z-Bot Warp Bend[ksi] 121 M13 1 max 0 5 0 5 NC NC NC NC 122 min 0 1 0 1 NC NC NC NC 123 2 max 0 4 0 4 NC NC NC NC 124 min -2.2633 3 -0.6647 3 NC NC NC NC 125 3 max 0 4 0 4 NC NC NC NC 126 min -2.2633 3 -0.6647 3 NC NC NC NC 127 4 max 0 4 0 4 NC NC NC NC 128 min -2.2633 3 -0.6647 3 NC NC NC NC 129 5 max 0 4 0 4 NC NC NC NC 130 min -2.2633 3 -0.6647 3 NC NC NC NC 131 M14 1 max 0 5 0 5 NC NC NC NC 132 min 0 1 0 1 NC NC NC NC 133 2 max 1.4306 3 0.8055 3 NC NC NC NC 134 min 0 4 0 4 NC NC NC NC 135 3 max 1.4306 3 0.8055 3 NC NC NC NC 136 min 0 4 0 4 NC NC NC NC 137 4 max 1.4306 3 0.8055 3 NC NC NC NC 138 min 0 4 0 4 NC NC NC NC 139 5 max 1.4306 3 0.8055 3 NC NC NC NC 140 min 0 4 0 4 NC NC NC NC 141 M15 1 max 0 5 0 5 NC NC NC NC 142 min 0 1 0 1 NC NC NC NC 143 2 max 0.5223 3 0.2941 3 NC NC NC NC 144 min 0 4 0 4 NC NC NC NC 145 3 max 0.5223 3 0.2941 3 NC NC NC NC 146 min 0 4 0 4 NC NC NC NC 147 4 max 0.5223 3 0.2941 3 NC NC NC NC 148 min 0 4 0 4 NC NC NC NC 149 5 max 0.5223 3 0.2941 3 NC NC NC NC 150 min 0 4 0 4 NC NC NC NC 151 M16 1 max 0 5 0 5 NC NC NC NC 152 min 0 1 0 1 NC NC NC NC 153 2 max 0 4 0 4 NC NC NC NC 154 min -0.6038 3 -0.34 3 NC NC NC NC 155 3 max 0 4 0 4 NC NC NC NC 156 min -0.6038 3 -0.34 3 NC NC NC NC 157 4 max 0 4 0 4 NC NC NC NC 158 min -0.6038 3 -0.34 3 NC NC NC NC 159 5 max 0 4 0 4 NC NC NC NC 160 min -0.6038 3 -0.34 3 NC NC NC NC 161 M17 1 max 0 5 0 5 NC NC NC NC 162 min 0 1 0 1 NC NC NC NC 163 2 max 1.4212 3 0.8001 3 NC NC NC NC 164 min 0 4 0 4 NC NC NC NC 165 3 max 1.4212 3 0.8001 3 NC NC NC NC 166 min 0 4 0 4 NC NC NC NC 167 4 max 1.4212 3 0.8001 3 NC NC NC NC 168 min 0 4 0 4 NC NC NC NC 169 5 max 1.4212 3 0.8001 3 NC NC NC NC 170 min 0 4 0 4 NC NC NC NC 171 M18 1 max 0 5 0 5 NC NC NC NC 172 min 0 1 0 1 NC NC NC NC 173 2 max 0.7485 3 0.2198 3 NC NC NC NC 174 min 0 4 0 4 NC NC NC NC 175 3 max 0.7485 3 0.2198 3 NC NC NC NC 114 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 31 Envelope Member Torsion Stresses (Continued) MemberSec Torque[k-ft]LCTorsion Shear[ksi]LCy-y Warp Shear[ksi] z-z Warp Shear[ksi] z-Top Warp Bend[ksi] z-Bot Warp Bend[ksi] 176 min 0 4 0 4 NC NC NC NC 177 4 max 0.7485 3 0.2198 3 NC NC NC NC 178 min 0 4 0 4 NC NC NC NC 179 5 max 0.7485 3 0.2198 3 NC NC NC NC 180 min 0 4 0 4 NC NC NC NC 181 M19 1 max 0 5 0 5 NC NC NC NC 182 min 0 1 0 1 NC NC NC NC 183 2 max 1.2889 3 0.3785 3 NC NC NC NC 184 min 0 4 0 4 NC NC NC NC 185 3 max 1.2889 3 0.3785 3 NC NC NC NC 186 min 0 4 0 4 NC NC NC NC 187 4 max 1.2889 3 0.3785 3 NC NC NC NC 188 min 0 4 0 4 NC NC NC NC 189 5 max 1.2889 3 0.3785 3 NC NC NC NC 190 min 0 4 0 4 NC NC NC NC 191 M20 1 max 0 5 0 5 NC NC NC NC 192 min 0 1 0 1 NC NC NC NC 193 2 max 0.3 3 0.1689 3 NC NC NC NC 194 min 0 5 0 5 NC NC NC NC 195 3 max 0.3 3 0.1689 3 NC NC NC NC 196 min 0 5 0 5 NC NC NC NC 197 4 max 0.3 3 0.1689 3 NC NC NC NC 198 min 0 5 0 5 NC NC NC NC 199 5 max 0.3 3 0.1689 3 NC NC NC NC 200 min 0 5 0 5 NC NC NC NC 201 M21 1 max 0 5 0 5 NC NC NC NC 202 min 0 1 0 1 NC NC NC NC 203 2 max 0 4 0 4 NC NC NC NC 204 min -1.8733 3 -1.0547 3 NC NC NC NC 205 3 max 0 4 0 4 NC NC NC NC 206 min -1.8733 3 -1.0547 3 NC NC NC NC 207 4 max 0 4 0 4 NC NC NC NC 208 min -1.8733 3 -1.0547 3 NC NC NC NC 209 5 max 0 4 0 4 NC NC NC NC 210 min -1.8733 3 -1.0547 3 NC NC NC NC 211 M22 1 max 0 5 0 5 NC NC NC NC 212 min 0 1 0 1 NC NC NC NC 213 2 max 0 4 0 4 NC NC NC NC 214 min -1.5007 3 -0.8449 3 NC NC NC NC 215 3 max 0 4 0 4 NC NC NC NC 216 min -1.5007 3 -0.8449 3 NC NC NC NC 217 4 max 0 4 0 4 NC NC NC NC 218 min -1.5007 3 -0.8449 3 NC NC NC NC 219 5 max 0 4 0 4 NC NC NC NC 220 min -1.5007 3 -0.8449 3 NC NC NC NC 221 M23 1 max 0 4 0 4 NC NC NC NC 222 min -1.603 3 -0.9025 3 NC NC NC NC 223 2 max 0 4 0 4 NC NC NC NC 224 min -0.2231 3 -0.1256 3 NC NC NC NC 225 3 max 0.0772 2 0.0435 2 NC NC NC NC 226 min 0 4 0 4 NC NC NC NC 227 4 max 0.5348 3 0.3011 3 NC NC NC NC 228 min 0 4 0 4 NC NC NC NC 229 5 max 1.8685 3 1.052 3 NC NC NC NC 230 min 0 4 0 4 NC NC NC NC 115 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 32 Envelope Member Torsion Stresses (Continued) MemberSec Torque[k-ft]LCTorsion Shear[ksi]LCy-y Warp Shear[ksi] z-z Warp Shear[ksi] z-Top Warp Bend[ksi] z-Bot Warp Bend[ksi] 231 M24 1 max 0 5 0 5 NC NC NC NC 232 min -1.7399 3 -0.9796 3 NC NC NC NC 233 2 max 0 4 0 4 NC NC NC NC 234 min -1.0964 3 -0.6173 3 NC NC NC NC 235 3 max 0 5 0 5 NC NC NC NC 236 min -2.3714 3 -1.3351 3 NC NC NC NC 237 4 max 2.6282 3 1.4797 3 NC NC NC NC 238 min 0 4 0 4 NC NC NC NC 239 5 max 1.7522 3 0.9865 3 NC NC NC NC 240 min 0 1 0 1 NC NC NC NC 241 M25 1 max 0.0012 2 0.0007 2 NC NC NC NC 242 min -2.2731 5 -1.2798 5 NC NC NC NC 243 2 max 0.0003 2 0.0002 2 NC NC NC NC 244 min -1.5518 5 -0.8737 5 NC NC NC NC 245 3 max 0.5854 5 0.3296 5 NC NC NC NC 246 min -0.0002 1 -0.0001 1 NC NC NC NC 247 4 max 1.5536 5 0.8747 5 NC NC NC NC 248 min 0.0003 2 0.0002 2 NC NC NC NC 249 5 max 2.2307 5 1.2559 5 NC NC NC NC 250 min 0.0012 2 0.0007 2 NC NC NC NC 251 M26 1 max 0.0002 2 0.0001 2 NC NC NC NC 252 min -2.6707 5 -1.5037 5 NC NC NC NC 253 2 max 0.0047 1 0.0027 1 NC NC NC NC 254 min -2.1021 5 -1.1835 5 NC NC NC NC 255 3 max 0.8215 5 0.4625 5 NC NC NC NC 256 min -0.0024 1 -0.0013 1 NC NC NC NC 257 4 max 1.9985 5 1.1252 5 NC NC NC NC 258 min -0.0045 3 -0.0025 3 NC NC NC NC 259 5 max 2.6428 5 1.4879 5 NC NC NC NC 260 min 0.0002 2 0.0001 2 NC NC NC NC 261 M27 1 max 0.0362 1 0.0204 1 NC NC NC NC 262 min -2.2227 4 -1.2514 4 NC NC NC NC 263 2 max 0.0043 1 0.0024 1 NC NC NC NC 264 min -1.5429 5 -0.8687 5 NC NC NC NC 265 3 max 0.5853 5 0.3295 5 NC NC NC NC 266 min -0.0003 3 -0.0002 3 NC NC NC NC 267 4 max 1.5447 5 0.8697 5 NC NC NC NC 268 min -0.0046 3 -0.0026 3 NC NC NC NC 269 5 max 2.1805 4 1.2277 4 NC NC NC NC 270 min -0.0374 3 -0.021 3 NC NC NC NC 271 M28 1 max 0.0146 1 0.0082 1 NC NC NC NC 272 min -2.6425 4 -1.4878 4 NC NC NC NC 273 2 max 0 2 0 2 NC NC NC NC 274 min -2.1147 5 -1.1906 5 NC NC NC NC 275 3 max 0.8279 5 0.4661 5 NC NC NC NC 276 min 0 2 0 2 NC NC NC NC 277 4 max 2.0105 5 1.1319 5 NC NC NC NC 278 min 0 2 0 2 NC NC NC NC 279 5 max 2.6138 4 1.4716 4 NC NC NC NC 280 min -0.0155 3 -0.0087 3 NC NC NC NC 281 M29 1 max 0 5 0 5 NC NC NC NC 282 min 0 1 0 1 NC NC NC NC 283 2 max 0.0063 3 0.0036 3 NC NC NC NC 284 min -2.028 5 -1.1418 5 NC NC NC NC 285 3 max 0.0063 3 0.0036 3 NC NC NC NC 116 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 33 Envelope Member Torsion Stresses (Continued) MemberSec Torque[k-ft]LCTorsion Shear[ksi]LCy-y Warp Shear[ksi] z-z Warp Shear[ksi] z-Top Warp Bend[ksi] z-Bot Warp Bend[ksi] 286 min -2.028 5 -1.1418 5 NC NC NC NC 287 4 max 0.0063 3 0.0036 3 NC NC NC NC 288 min -2.028 5 -1.1418 5 NC NC NC NC 289 5 max 0.0063 3 0.0036 3 NC NC NC NC 290 min -2.028 5 -1.1418 5 NC NC NC NC 291 M30 1 max 0 5 0 5 NC NC NC NC 292 min 0 1 0 1 NC NC NC NC 293 2 max 0 2 0 2 NC NC NC NC 294 min -2.0455 5 -1.1517 5 NC NC NC NC 295 3 max 0 2 0 2 NC NC NC NC 296 min -2.0455 5 -1.1517 5 NC NC NC NC 297 4 max 0 2 0 2 NC NC NC NC 298 min -2.0455 5 -1.1517 5 NC NC NC NC 299 5 max 0 2 0 2 NC NC NC NC 300 min -2.0455 5 -1.1517 5 NC NC NC NC 301 M31 1 max 0 5 0 5 NC NC NC NC 302 min 0 1 0 1 NC NC NC NC 303 2 max 0.0001 2 0 2 NC NC NC NC 304 min -0.0475 5 -0.0267 5 NC NC NC NC 305 3 max 0.0001 2 0 2 NC NC NC NC 306 min -0.0475 5 -0.0267 5 NC NC NC NC 307 4 max 0.0001 2 0 2 NC NC NC NC 308 min -0.0475 5 -0.0267 5 NC NC NC NC 309 5 max 0.0001 2 0 2 NC NC NC NC 310 min -0.0475 5 -0.0267 5 NC NC NC NC 311 M32 1 max 0 5 0 5 NC NC NC NC 312 min 0 1 0 1 NC NC NC NC 313 2 max 0.0026 1 0.0015 1 NC NC NC NC 314 min -1.1878 5 -0.6687 5 NC NC NC NC 315 3 max 0.0026 1 0.0015 1 NC NC NC NC 316 min -1.1878 5 -0.6687 5 NC NC NC NC 317 4 max 0.0026 1 0.0015 1 NC NC NC NC 318 min -1.1878 5 -0.6687 5 NC NC NC NC 319 5 max 0.0026 1 0.0015 1 NC NC NC NC 320 min -1.1878 5 -0.6687 5 NC NC NC NC 321 M33 1 max 0 5 0 5 NC NC NC NC 322 min 0 1 0 1 NC NC NC NC 323 2 max 0.0001 2 0 2 NC NC NC NC 324 min -1.1949 5 -0.6728 5 NC NC NC NC 325 3 max 0.0001 2 0 2 NC NC NC NC 326 min -1.1949 5 -0.6728 5 NC NC NC NC 327 4 max 0.0001 2 0 2 NC NC NC NC 328 min -1.1949 5 -0.6728 5 NC NC NC NC 329 5 max 0.0001 2 0 2 NC NC NC NC 330 min -1.1949 5 -0.6728 5 NC NC NC NC 331 M34 1 max 0 5 0 5 NC NC NC NC 332 min 0 1 0 1 NC NC NC NC 333 2 max 0.0001 1 0.0001 1 NC NC NC NC 334 min -0.0471 5 -0.0265 5 NC NC NC NC 335 3 max 0.0001 1 0.0001 1 NC NC NC NC 336 min -0.0471 5 -0.0265 5 NC NC NC NC 337 4 max 0.0001 1 0.0001 1 NC NC NC NC 338 min -0.0471 5 -0.0265 5 NC NC NC NC 339 5 max 0.0001 1 0.0001 1 NC NC NC NC 340 min -0.0471 5 -0.0265 5 NC NC NC NC 117 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 34 Envelope Member Torsion Stresses (Continued) MemberSec Torque[k-ft]LCTorsion Shear[ksi]LCy-y Warp Shear[ksi] z-z Warp Shear[ksi] z-Top Warp Bend[ksi] z-Bot Warp Bend[ksi] 341 M35 1 max 0 5 0 5 NC NC NC NC 342 min 0 1 0 1 NC NC NC NC 343 2 max 2.0959 5 1.1801 5 NC NC NC NC 344 min 0 2 0 2 NC NC NC NC 345 3 max 2.0959 5 1.1801 5 NC NC NC NC 346 min 0 2 0 2 NC NC NC NC 347 4 max 2.0959 5 1.1801 5 NC NC NC NC 348 min 0 2 0 2 NC NC NC NC 349 5 max 2.0959 5 1.1801 5 NC NC NC NC 350 min 0 2 0 2 NC NC NC NC 351 M36 1 max 0 5 0 5 NC NC NC NC 352 min 0 1 0 1 NC NC NC NC 353 2 max 1.1664 5 0.6567 5 NC NC NC NC 354 min -0.0026 3 -0.0015 3 NC NC NC NC 355 3 max 1.1664 5 0.6567 5 NC NC NC NC 356 min -0.0026 3 -0.0015 3 NC NC NC NC 357 4 max 1.1664 5 0.6567 5 NC NC NC NC 358 min -0.0026 3 -0.0015 3 NC NC NC NC 359 5 max 1.1664 5 0.6567 5 NC NC NC NC 360 min -0.0026 3 -0.0015 3 NC NC NC NC 361 M37 1 max 0 5 0 5 NC NC NC NC 362 min 0 1 0 1 NC NC NC NC 363 2 max 1.1733 5 0.6606 5 NC NC NC NC 364 min 0.0001 2 0 2 NC NC NC NC 365 3 max 1.1733 5 0.6606 5 NC NC NC NC 366 min 0.0001 2 0 2 NC NC NC NC 367 4 max 1.1733 5 0.6606 5 NC NC NC NC 368 min 0.0001 2 0 2 NC NC NC NC 369 5 max 1.1733 5 0.6606 5 NC NC NC NC 370 min 0.0001 2 0 2 NC NC NC NC 371 M38 1 max 0 5 0 5 NC NC NC NC 372 min 0 1 0 1 NC NC NC NC 373 2 max 2.0779 5 1.1699 5 NC NC NC NC 374 min -0.0065 1 -0.0037 1 NC NC NC NC 375 3 max 2.0779 5 1.1699 5 NC NC NC NC 376 min -0.0065 1 -0.0037 1 NC NC NC NC 377 4 max 2.0779 5 1.1699 5 NC NC NC NC 378 min -0.0065 1 -0.0037 1 NC NC NC NC 379 5 max 2.0779 5 1.1699 5 NC NC NC NC 380 min -0.0065 1 -0.0037 1 NC NC NC NC Envelope Member Section Stresses Member Sec Axial[ksi] LC y Shear[ksi] LC z Shear[ksi] LC y-Top[ksi] LC y-Bot[ksi] LC z-Top[ksi] LC z-Bot[ksi] LC 1 M1 1 max 0.152 1 -0.0002 2 0.1778 3 0 5 0 5 0 5 0 5 2 min -0.1004 4 -0.1111 5 0 4 0 1 0 1 0 1 0 1 3 2 max 0.0861 1 -0.0003 2 0.0937 3 0.4216 5 -0.0019 2 0.0001 5 0.4301 3 4 min -0.0477 4 -0.052 5 0 5 0.0019 2 -0.4216 5 -0.4301 3 -0.0001 5 5 3 max 0.0753 1 -0.0003 2 0.0937 3 0.0709 5 0 2 0.2021 3 0 4 6 min -0.0477 4 -0.052 5 0 5 0 2 -0.0709 5 0 4 -0.2021 3 7 4 max 0.0646 1 -0.0003 2 0.0937 3 -0.0018 2 0.2798 5 0.8344 3 0 4 8 min -0.0477 4 -0.052 5 0 5 -0.2798 5 0.0018 2 0 4 -0.8344 3 9 5 max 0.0538 1 -0.0003 2 0.0937 3 -0.0037 2 0.6305 5 1.4666 3 0 4 10 min -0.0477 4 -0.052 5 0 5 -0.6305 5 0.0037 2 0 4 -1.4666 3 11 M2 1 max 0.2094 5 0.1357 5 0.1678 3 0 5 0 5 0 5 0 5 12 min 0 2 0 2 0 1 0 1 0 1 0 1 0 1 118 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 35 Envelope Member Section Stresses (Continued) Member Sec Axial[ksi] LC y Shear[ksi] LC z Shear[ksi] LC y-Top[ksi] LC y-Bot[ksi] LC z-Top[ksi] LC z-Bot[ksi] LC 13 2 max 0.1153 5 0.0964 5 0 4 0 2 0.8788 5 2.195 3 0 1 14 min 0 2 0 2 -0.0637 3 -0.8788 5 0 2 0 1 -2.195 3 15 3 max 0.1046 5 0.0964 5 0 4 0 2 0.2287 5 1.7656 3 0 1 16 min 0 2 0 2 -0.0637 3 -0.2287 5 0 2 0 1 -1.7656 3 17 4 max 0.0938 5 0.0964 5 0 4 0.4214 5 0 2 1.3361 3 0 1 18 min 0 2 0 2 -0.0637 3 0 2 -0.4214 5 0 1 -1.3361 3 19 5 max 0.0831 5 0.0964 5 0 4 1.0714 5 0.0001 2 0.9067 3 0 1 20 min 0 2 0 2 -0.0637 3 -0.0001 2 -1.0714 5 0 1 -0.9067 3 21 M3 1 max 0.2095 1 0.1297 5 0 4 0 5 0 5 0 5 0 5 22 min -0.0114 4 -0.0002 3 -0.223 3 0 1 0 1 0 1 0 1 23 2 max 0.1155 1 0.0932 5 0 4 0.0001 2 0.8536 5 0.7838 3 0 5 24 min -0.0065 4 0 2 -0.0523 3 -0.8536 5 -0.0001 2 0 5 -0.7838 3 25 3 max 0.1048 1 0.0932 5 0 4 0 2 0.2251 5 0.4314 3 0 5 26 min -0.0065 4 0 2 -0.0523 3 -0.2251 5 0 2 0 5 -0.4314 3 27 4 max 0.094 1 0.0932 5 0 4 0.4035 5 0 2 0.0797 2 0 5 28 min -0.0065 4 0 2 -0.0523 3 0 2 -0.4035 5 0 5 -0.0797 2 29 5 max 0.0833 1 0.0932 5 0 4 1.032 5 0.0001 2 0 4 0.2736 3 30 min -0.0065 4 0 2 -0.0523 3 -0.0001 2 -1.032 5 -0.2736 3 0 4 31 M4 1 max 0.2546 5 0.1528 5 0 4 0 5 0 5 0 5 0 5 32 min -0.0004 2 -0.0002 2 -0.1638 3 0 1 0 1 0 1 0 1 33 2 max 0.1453 5 0.1128 5 0 4 0.0016 2 1.0027 5 0.6036 3 0 4 34 min -0.0003 2 -0.0002 2 -0.0297 3 -1.0027 5 -0.0016 2 0 4 -0.6036 3 35 3 max 0.1345 5 0.1128 5 0 4 0.0001 2 0.2416 5 0.4035 3 0 4 36 min -0.0003 2 -0.0002 2 -0.0297 3 -0.2416 5 -0.0001 2 0 4 -0.4035 3 37 4 max 0.1238 5 0.1128 5 0 4 0.5196 5 0.0014 2 0.2034 3 0 1 38 min -0.0003 2 -0.0002 2 -0.0297 3 -0.0014 2 -0.5196 5 0 1 -0.2034 3 39 5 max 0.113 5 0.1128 5 0 4 1.2807 5 0.0028 2 0.0033 3 0 1 40 min -0.0003 2 -0.0002 2 -0.0297 3 -0.0028 2 -1.2807 5 0 1 -0.0033 3 41 M5 1 max 0.1292 3 0.0724 5 0 1 0 5 0 5 11.0922 3 0 1 42 min -0.0019 4 0 2 -0.7374 3 0 1 0 1 0 1 -11.0922 3 43 2 max 0.0754 3 0.0625 5 0 1 0.0002 1 0.5776 5 5.7022 3 0 1 44 min -0.0018 4 -0.0001 1 -0.3105 3 -0.5776 5 -0.0002 1 0 1 -5.7022 3 45 3 max 0.0646 3 0.0625 5 0 1 0 2 0.1501 5 3.5772 3 0 1 46 min -0.0018 4 -0.0001 1 -0.3105 3 -0.1501 5 0 2 0 1 -3.5772 3 47 4 max 0.0539 3 0.0625 5 0 1 0.2774 5 0.0007 1 1.4521 3 0 1 48 min -0.0018 4 -0.0001 1 -0.3105 3 -0.0007 1 -0.2774 5 0 1 -1.4521 3 49 5 max 0.0431 3 0.0625 5 0 1 0.705 5 0.0012 1 0 4 0.6729 3 50 min -0.0018 4 -0.0001 1 -0.3105 3 -0.0012 1 -0.705 5 -0.6729 3 0 4 51 M6 1 max 0.1295 3 0.0694 5 0 5 0 5 0 5 14.8392 3 0 1 52 min -0.0005 4 0 2 -0.8866 3 0 1 0 1 0 1 -14.8392 3 53 2 max 0.0756 3 0.0632 5 0 5 0 2 0.5813 5 7.7479 3 0 1 54 min -0.0005 4 0 2 -0.4103 3 -0.5813 5 0 2 0 1 -7.7479 3 55 3 max 0.0649 3 0.0632 5 0 5 0 2 0.1487 5 4.9399 3 0 1 56 min -0.0005 4 0 2 -0.4103 3 -0.1487 5 0 2 0 1 -4.9399 3 57 4 max 0.0541 3 0.0632 5 0 5 0.2839 5 0 2 2.1318 3 0 1 58 min -0.0005 4 0 2 -0.4103 3 0 2 -0.2839 5 0 1 -2.1318 3 59 5 max 0.0434 3 0.0632 5 0 5 0.7166 5 0 2 0 4 0.6762 3 60 min -0.0005 4 0 2 -0.4103 3 0 2 -0.7166 5 -0.6762 3 0 4 61 M7 1 max 0.2196 5 0.1292 5 0 4 0 5 0 5 0 5 0 5 62 min 0 2 -0.0002 3 -0.1668 3 0 1 0 1 0 1 0 1 63 2 max 0.1212 5 0.0922 5 0 4 0.002 3 0.8465 5 1.0088 3 0 1 64 min 0 2 -0.0003 3 -0.0547 3 -0.8465 5 -0.002 3 0 1 -1.0088 3 65 3 max 0.1104 5 0.0922 5 0 4 0 2 0.2244 5 0.64 3 0 5 66 min 0 2 -0.0003 3 -0.0547 3 -0.2244 5 0 2 0 5 -0.64 3 67 4 max 0.0997 5 0.0922 5 0 4 0.398 4 0.0021 3 0.2711 3 0 5 119 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 36 Envelope Member Section Stresses (Continued) Member Sec Axial[ksi] LC y Shear[ksi] LC z Shear[ksi] LC y-Top[ksi] LC y-Bot[ksi] LC z-Top[ksi] LC z-Bot[ksi] LC 68 min 0 2 -0.0003 3 -0.0547 3 -0.0021 3 -0.398 4 0 5 -0.2711 3 69 5 max 0.0889 5 0.0922 5 0 4 1.0198 5 0.0042 3 0 4 0.0978 3 70 min 0 2 -0.0003 3 -0.0547 3 -0.0042 3 -1.0198 5 -0.0978 3 0 4 71 M8 1 max 0.2182 5 0.0794 3 0 4 1.4723 4 0.214 3 1.2939 3 0 4 72 min 0.0001 2 -0.1 4 -0.3493 3 -0.214 3 -1.4723 4 0 4 -1.2939 3 73 2 max 0.1072 5 0.0522 3 0 1 0.43 4 0.0174 3 0.7242 3 0 1 74 min 0.0002 2 -0.0527 4 -0.2244 3 -0.0174 3 -0.43 4 0 1 -0.7242 3 75 3 max 0.0072 3 0.0179 3 0 5 0.3168 5 0 2 0.5093 3 0 5 76 min -0.0035 4 -0.053 4 -0.3183 3 0 2 -0.3168 5 0 5 -0.5093 3 77 4 max 0.0072 3 0 2 0.3106 3 0.1485 1 0.1787 4 0 4 0.0132 2 78 min -0.093 4 -0.071 5 0 5 -0.1787 4 -0.1485 1 -0.0132 2 0 4 79 5 max 0.0066 3 -0.0005 2 0.3271 3 -0.0052 2 1.722 5 1.3725 3 0 1 80 min -0.2064 4 -0.1875 5 0 4 -1.722 5 0.0052 2 0 1 -1.3725 3 81 M9 1 max 0.062 5 0.0827 3 0 1 1.4245 4 0.2775 3 0 4 1.2939 3 82 min 0 2 -0.1098 4 -0.1284 2 -0.2775 3 -1.4245 4 -1.2939 3 0 4 83 2 max 0.0338 5 0.0516 3 0 1 0.6033 4 0.0141 3 1.2911 3 0 1 84 min 0 2 -0.0811 4 -0.3276 3 -0.0141 3 -0.6033 4 0 1 -1.2911 3 85 3 max 0.0093 5 0.0175 3 0 5 0.3694 5 0 2 0.8411 3 0 1 86 min 0 2 -0.0805 4 -0.2536 3 0 2 -0.3694 5 0 1 -0.8411 3 87 4 max 0.0023 1 0 2 0.1994 3 0.1462 3 0.2253 4 0.4401 3 0 5 88 min -0.0285 4 -0.0984 5 0 5 -0.2253 4 -0.1462 3 0 5 -0.4401 3 89 5 max 0.0021 1 -0.0004 2 0.112 2 -0.0037 2 1.7467 5 0 1 1.3725 3 90 min -0.0592 4 -0.2039 5 0 5 -1.7467 5 0.0037 2 -1.3725 3 0 1 91 M10 1 max 0.2622 5 0.0166 3 0.1679 3 0 5 0 5 0 5 0 5 92 min -0.0704 2 -0.084 4 0 4 0 1 0 1 0 1 0 1 93 2 max 0.1378 5 0.0122 3 0.1102 3 0.2469 4 0.1018 3 0.0001 1 0.5058 3 94 min -0.0304 2 -0.0313 4 0 1 -0.1018 3 -0.2469 4 -0.5058 3 -0.0001 1 95 3 max 0.127 5 0.0122 3 0.1102 3 0.036 4 0.0196 3 0.2374 3 0 4 96 min -0.0304 2 -0.0313 4 0 1 -0.0196 3 -0.036 4 0 4 -0.2374 3 97 4 max 0.1163 5 0.0122 3 0.1102 3 0.0626 3 0.1748 4 0.9805 3 0 4 98 min -0.0304 2 -0.0313 4 0 1 -0.1748 4 -0.0626 3 0 4 -0.9805 3 99 5 max 0.1055 5 0.0122 3 0.1102 3 0.1449 3 0.3857 4 1.7237 3 0 1 100 min -0.0304 2 -0.0313 4 0 1 -0.3857 4 -0.1449 3 0 1 -1.7237 3 101 M11 1 max 0.125 3 0.0759 5 0 5 0 5 0 5 13.0197 3 0 5 102 min -0.0035 4 0 2 -0.8163 3 0 1 0 1 0 5 -13.0197 3 103 2 max 0.0734 5 0.0662 5 0 5 0.0003 2 0.6113 5 6.6559 3 0 5 104 min 0 2 0 2 -0.3686 3 -0.6113 5 -0.0003 2 0 5 -6.6559 3 105 3 max 0.0627 5 0.0662 5 0 5 0 2 0.1581 5 4.1336 3 0 5 106 min 0 2 0 2 -0.3686 3 -0.1581 5 0 2 0 5 -4.1336 3 107 4 max 0.0519 5 0.0662 5 0 5 0.2951 5 0.0002 2 1.6113 3 0 5 108 min 0 2 0 2 -0.3686 3 -0.0002 2 -0.2951 5 0 5 -1.6113 3 109 5 max 0.0412 5 0.0662 5 0 5 0.7483 5 0.0005 2 0 1 0.911 3 110 min 0 2 0 2 -0.3686 3 -0.0005 2 -0.7483 5 -0.911 3 0 1 111 M12 1 max 0.1963 1 0.1597 4 0 1 0 5 0 5 0 5 0 5 112 min -0.0468 4 -0.0018 1 -0.0139 2 0 1 0 1 0 1 0 1 113 2 max 0.1096 1 0.1141 4 0 4 0.0139 1 1.025 4 1.0279 3 0 4 114 min -0.0305 4 -0.0019 1 -0.0298 3 -1.025 4 -0.0139 1 0 4 -1.0279 3 115 3 max 0.0989 1 0.1141 4 0 4 0.0008 1 0.2558 5 0.8272 3 0 4 116 min -0.0305 4 -0.0019 1 -0.0298 3 -0.2558 5 -0.0008 1 0 4 -0.8272 3 117 4 max 0.0881 1 0.1141 4 0 4 0.514 4 0.0123 1 0.6265 3 0 4 118 min -0.0305 4 -0.0019 1 -0.0298 3 -0.0123 1 -0.514 4 0 4 -0.6265 3 119 5 max 0.0774 1 0.1141 4 0 4 1.2836 4 0.0254 1 0.4258 3 0 4 120 min -0.0305 4 -0.0019 1 -0.0298 3 -0.0254 1 -1.2836 4 0 4 -0.4258 3 121 M13 1 max 0.124 1 0.0752 5 0 5 0 5 0 5 12.6239 3 0 5 122 min -0.0033 4 0 2 -0.793 3 0 1 0 1 0 5 -12.6239 3 120 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 37 Envelope Member Section Stresses (Continued) Member Sec Axial[ksi] LC y Shear[ksi] LC z Shear[ksi] LC y-Top[ksi] LC y-Bot[ksi] LC z-Top[ksi] LC z-Bot[ksi] LC 123 2 max 0.0728 5 0.066 5 0 5 -0.0003 2 0.5879 5 6.5942 3 0 5 124 min 0 2 0 2 -0.3712 3 -0.5879 5 0.0003 2 0 5 -6.5942 3 125 3 max 0.0623 5 0.066 5 0 5 0 2 0.1455 5 4.1081 3 0 5 126 min 0 2 0 2 -0.3712 3 -0.1455 5 0 2 0 5 -4.1081 3 127 4 max 0.0518 5 0.066 5 0 5 0.2968 5 -0.0002 2 1.622 3 0 5 128 min 0 2 0 2 -0.3712 3 0.0002 2 -0.2968 5 0 5 -1.622 3 129 5 max 0.0413 5 0.066 5 0 5 0.7392 5 -0.0005 2 0 4 0.8641 3 130 min 0 2 0 2 -0.3712 3 0.0005 2 -0.7392 5 -0.8641 3 0 4 131 M14 1 max 0.2263 3 0.0002 2 0.1878 3 0 5 0 5 0 5 0 5 132 min -0.0991 4 -0.1351 5 -0.0001 5 0 1 0 1 0 1 0 1 133 2 max 0.1163 3 0.0003 2 0.0906 3 0.395 5 0.0017 2 0 4 0.379 3 134 min -0.0478 4 -0.0532 5 0 4 -0.0017 2 -0.395 5 -0.379 3 0 4 135 3 max 0.1058 3 0.0003 2 0.0906 3 0.044 5 -0.0001 2 0.2188 3 0.0002 5 136 min -0.0478 4 -0.0532 5 0 4 0.0001 2 -0.044 5 -0.0002 5 -0.2188 3 137 4 max 0.0953 3 0.0003 2 0.0906 3 0.0018 2 0.307 5 0.8166 3 0.0001 5 138 min -0.0478 4 -0.0532 5 0 4 -0.307 5 -0.0018 2 -0.0001 5 -0.8166 3 139 5 max 0.0847 3 0.0003 2 0.0906 3 0.0036 2 0.6581 5 1.4144 3 0 4 140 min -0.0478 4 -0.0532 5 0 4 -0.6581 5 -0.0036 2 0 4 -1.4144 3 141 M15 1 max 0.2086 5 0.1396 5 0.1301 3 0 5 0 5 0 5 0 5 142 min 0 2 0 2 0 1 0 1 0 1 0 1 0 1 143 2 max 0.1147 5 0.0952 5 0 5 0 2 0.8299 5 2.0378 3 0 1 144 min 0 2 0 2 -0.0575 3 -0.8299 5 0 2 0 1 -2.0378 3 145 3 max 0.1042 5 0.0952 5 0 5 0 2 0.2012 5 1.6582 3 0 1 146 min 0 2 0 2 -0.0575 3 -0.2012 5 0 2 0 1 -1.6582 3 147 4 max 0.0936 5 0.0952 5 0 5 0.4275 5 0 2 1.2787 3 0 1 148 min 0 2 0 2 -0.0575 3 0 2 -0.4275 5 0 1 -1.2787 3 149 5 max 0.0831 5 0.0952 5 0 5 1.0562 5 -0.0001 2 0.8991 3 0 1 150 min 0 2 0 2 -0.0575 3 0.0001 2 -1.0562 5 0 1 -0.8991 3 151 M16 1 max 0.2086 3 0.1327 5 0 4 0 5 0 5 0 5 0 5 152 min -0.0111 4 -0.0004 1 -0.2465 3 0 1 0 1 0 1 0 1 153 2 max 0.1149 3 0.0922 5 0 5 -0.0001 2 0.8086 5 0.7993 3 0 5 154 min -0.0065 4 0 2 -0.0549 3 -0.8086 5 0.0001 2 0 5 -0.7993 3 155 3 max 0.1043 3 0.0922 5 0 5 0 2 0.1998 5 0.4366 3 0 5 156 min -0.0065 4 0 2 -0.0549 3 -0.1998 5 0 2 0 5 -0.4366 3 157 4 max 0.0938 3 0.0922 5 0 5 0.409 5 0 2 0.0746 2 0 5 158 min -0.0065 4 0 2 -0.0549 3 0 2 -0.409 5 0 5 -0.0746 2 159 5 max 0.0833 3 0.0922 5 0 5 1.0179 5 -0.0001 2 0 4 0.2889 3 160 min -0.0065 4 0 2 -0.0549 3 0.0001 2 -1.0179 5 -0.2889 3 0 4 161 M17 1 max 0.2541 5 0.1605 5 0 4 0 5 0 5 0 5 0 5 162 min 0.0004 2 0.0002 2 -0.191 3 0 1 0 1 0 1 0 1 163 2 max 0.1452 5 0.1115 5 0 5 -0.0014 2 0.9418 5 0.5931 3 0 5 164 min 0.0003 2 0.0002 2 -0.0311 3 -0.9418 5 0.0014 2 0 5 -0.5931 3 165 3 max 0.1347 5 0.1115 5 0 5 0.0001 1 0.2059 5 0.388 3 0 5 166 min 0.0003 2 0.0002 2 -0.0311 3 -0.2059 5 -0.0001 1 0 5 -0.388 3 167 4 max 0.1242 5 0.1115 5 0 5 0.53 5 -0.0014 2 0.183 3 0 5 168 min 0.0003 2 0.0002 2 -0.0311 3 0.0014 2 -0.53 5 0 5 -0.183 3 169 5 max 0.1137 5 0.1115 5 0 5 1.2659 5 -0.0027 2 0 4 0.0236 2 170 min 0.0003 2 0.0002 2 -0.0311 3 0.0027 2 -1.2659 5 -0.0236 2 0 4 171 M18 1 max 0.1282 1 0.0721 5 0 1 0 5 0 5 10.7496 3 0 1 172 min -0.0019 4 0 2 -0.7203 3 0 1 0 1 0 1 -10.7496 3 173 2 max 0.0746 1 0.0622 5 0 1 0.0009 3 0.5547 5 5.6555 3 0 1 174 min -0.0019 4 -0.0001 3 -0.3138 3 -0.5547 5 -0.0009 3 0 1 -5.6555 3 175 3 max 0.0641 1 0.0622 5 0 1 0 1 0.138 5 3.5536 3 0 1 176 min -0.0019 4 -0.0001 3 -0.3138 3 -0.138 5 0 1 0 1 -3.5536 3 177 4 max 0.0536 1 0.0622 5 0 1 0.2787 5 0.0009 3 1.4516 3 0 1 121 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 38 Envelope Member Section Stresses (Continued) Member Sec Axial[ksi] LC y Shear[ksi] LC z Shear[ksi] LC y-Top[ksi] LC y-Bot[ksi] LC z-Top[ksi] LC z-Bot[ksi] LC 178 min -0.0019 4 -0.0001 3 -0.3138 3 -0.0009 3 -0.2787 5 0 1 -1.4516 3 179 5 max 0.0431 1 0.0622 5 0 1 0.6954 5 0.0017 3 0 4 0.6503 3 180 min -0.0019 4 -0.0001 3 -0.3138 3 -0.0017 3 -0.6954 5 -0.6503 3 0 4 181 M19 1 max 0.1285 1 0.0676 5 0 1 0 5 0 5 14.3414 3 0 1 182 min -0.0005 4 0 2 -0.8603 3 0 1 0 1 0 1 -14.3414 3 183 2 max 0.0749 1 0.0632 5 0 5 0 2 0.5609 5 7.631 3 0 1 184 min -0.0005 4 0 2 -0.4113 3 -0.5609 5 0 2 0 1 -7.631 3 185 3 max 0.0644 1 0.0632 5 0 5 0 2 0.1377 5 4.8764 3 0 1 186 min -0.0005 4 0 2 -0.4113 3 -0.1377 5 0 2 0 1 -4.8764 3 187 4 max 0.0539 1 0.0632 5 0 5 0.2855 5 0 2 2.1218 3 0 1 188 min -0.0005 4 0 2 -0.4113 3 0 2 -0.2855 5 0 1 -2.1218 3 189 5 max 0.0433 1 0.0632 5 0 5 0.7087 5 0 2 0 4 0.6328 3 190 min -0.0005 4 0 2 -0.4113 3 0 2 -0.7087 5 -0.6328 3 0 4 191 M20 1 max 0.2184 5 0.132 5 0 4 0 5 0 5 0 5 0 5 192 min 0 2 -0.0003 1 -0.1921 3 0 1 0 1 0 1 0 1 193 2 max 0.1205 5 0.0913 5 0 4 0.0016 1 0.8023 5 0.9985 3 0 1 194 min 0 2 -0.0003 1 -0.0563 3 -0.8023 5 -0.0016 1 0 1 -0.9985 3 195 3 max 0.11 5 0.0913 5 0 4 0 2 0.1995 5 0.6271 3 0 5 196 min 0 2 -0.0003 1 -0.0563 3 -0.1995 5 0 2 0 5 -0.6271 3 197 4 max 0.0995 5 0.0913 5 0 4 0.4036 4 0.002 1 0.2557 3 0 5 198 min 0 2 -0.0003 1 -0.0563 3 -0.002 1 -0.4036 4 0 5 -0.2557 3 199 5 max 0.089 5 0.0913 5 0 4 1.0061 5 0.0039 1 0 4 0.1157 3 200 min 0 2 -0.0003 1 -0.0563 3 -0.0039 1 -1.0061 5 -0.1157 3 0 4 201 M21 1 max 0.196 3 0.1672 4 0 4 0 5 0 5 0 5 0 5 202 min -0.0473 4 -0.0026 3 -0.0433 2 0 1 0 1 0 1 0 1 203 2 max 0.1093 3 0.1128 4 0 1 0.0135 3 0.964 4 0.9589 3 0 1 204 min -0.0312 4 -0.0021 3 -0.0276 3 -0.964 4 -0.0135 3 0 1 -0.9589 3 205 3 max 0.0988 3 0.1128 4 0 1 0 2 0.2209 5 0.7765 3 0 1 206 min -0.0312 4 -0.0021 3 -0.0276 3 -0.2209 5 0 2 0 1 -0.7765 3 207 4 max 0.0883 3 0.1128 4 0 1 0.5247 4 0.014 3 0.5941 3 0 1 208 min -0.0312 4 -0.0021 3 -0.0276 3 -0.014 3 -0.5247 4 0 1 -0.5941 3 209 5 max 0.0777 3 0.1128 4 0 1 1.269 4 0.0277 3 0.4117 3 0 1 210 min -0.0312 4 -0.0021 3 -0.0276 3 -0.0277 3 -1.269 4 0 1 -0.4117 3 211 M22 1 max 0.2597 5 0.0182 1 0.1772 3 0 5 0 5 0 5 0 5 212 min 0.0725 2 -0.1057 4 -0.0001 1 0 1 0 1 0 1 0 1 213 2 max 0.1373 5 0.0119 1 0.1054 3 0.2293 4 0.0943 1 0 4 0.4382 3 214 min 0.0302 2 -0.0324 4 0 4 -0.0943 1 -0.2293 4 -0.4382 3 0 4 215 3 max 0.1268 5 0.0119 1 0.1054 3 0.0155 4 0.016 3 0.2574 3 0.0002 1 216 min 0.0302 2 -0.0324 4 0 4 -0.016 3 -0.0155 4 -0.0002 1 -0.2574 3 217 4 max 0.1163 5 0.0119 1 0.1054 3 0.0624 1 0.1984 4 0.953 3 0.0001 1 218 min 0.0302 2 -0.0324 4 0 4 -0.1984 4 -0.0624 1 -0.0001 1 -0.953 3 219 5 max 0.1058 5 0.0119 1 0.1054 3 0.1407 1 0.4123 4 1.6486 3 0 4 220 min 0.0302 2 -0.0324 4 0 4 -0.4123 4 -0.1407 1 0 4 -1.6486 3 221 M23 1 max 0.2166 5 0.079 1 0 4 1.4821 4 0.2092 1 1.2623 3 0 4 222 min -0.0001 2 -0.1003 4 -0.3439 3 -0.2092 1 -1.4821 4 0 4 -1.2623 3 223 2 max 0.1065 5 0.0522 1 0 4 0.4255 4 0.0171 1 0.7534 3 0 1 224 min -0.0002 2 -0.052 4 -0.2267 3 -0.0171 1 -0.4255 4 0 1 -0.7534 3 225 3 max 0.007 1 0.0178 1 0 1 0.3154 5 0 2 0.5369 3 0 5 226 min -0.0036 4 -0.0524 4 -0.3164 3 0 2 -0.3154 5 0 5 -0.5369 3 227 4 max 0.0071 1 0 2 0.308 3 0.1487 3 0.1773 4 0.0409 3 0 5 228 min -0.0922 4 -0.0704 5 0 1 -0.1773 4 -0.1487 3 0 5 -0.0409 3 229 5 max 0.0064 1 0.0005 2 0.3217 3 0.005 2 1.7327 5 1.3242 3 0 4 230 min -0.2048 4 -0.1879 5 0 4 -1.7327 5 -0.005 2 0 4 -1.3242 3 231 M24 1 max 0.0692 5 0.0824 1 0 1 1.3802 4 0.2745 1 0 4 1.2623 3 232 min 0 2 -0.1065 4 -0.1231 2 -0.2745 1 -1.3802 4 -1.2623 3 0 4 122 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 39 Envelope Member Section Stresses (Continued) Member Sec Axial[ksi] LC y Shear[ksi] LC z Shear[ksi] LC y-Top[ksi] LC y-Bot[ksi] LC z-Top[ksi] LC z-Bot[ksi] LC 233 2 max 0.0366 5 0.0516 1 0 1 0.5793 4 0.0135 1 1.1939 3 0 1 234 min 0 2 -0.0781 4 -0.3102 3 -0.0135 1 -0.5793 4 0 1 -1.1939 3 235 3 max 0.0112 5 0.0174 1 0 1 0.3589 5 0 2 0.7416 3 0 1 236 min 0 2 -0.0772 4 -0.2293 3 0 2 -0.3589 5 0 1 -0.7416 3 237 4 max 0.0029 3 0 2 0.1788 3 0.1464 1 0.2155 4 0.3733 3 0 5 238 min -0.0308 4 -0.0952 5 0 5 -0.2155 4 -0.1464 1 0 5 -0.3733 3 239 5 max 0.003 3 0.0003 2 0.1081 2 0.0035 2 1.6987 5 0 4 1.3242 3 240 min -0.0653 4 -0.2 5 0 5 -1.6987 5 -0.0035 2 -1.3242 3 0 4 241 M25 1 max 0 4 0.0953 3 0.0014 1 0 5 0 5 0 5 0 5 242 min -0.207 3 -0.0018 4 -0.3902 4 0 1 0 1 0 1 0 1 243 2 max -0.0003 4 0.183 3 0 2 0.0326 1 0.0548 2 0.0101 1 2.8901 5 244 min -0.1274 3 0.0011 1 -0.1917 5 -0.0548 2 -0.0326 1 -2.8901 5 -0.0101 1 245 3 max 0.0437 2 0.2124 3 0.0001 3 -0.0002 4 1.0233 3 0.0075 1 3.4611 5 246 min -0.0009 5 0.0001 4 -0.0173 4 -1.0233 3 0.0002 4 -3.4611 5 -0.0075 1 247 4 max 0.1303 2 0.1822 2 0.1901 5 0.0867 3 0.0047 4 0.0104 3 2.9742 5 248 min -0.001 5 -0.0025 5 0 1 -0.0047 4 -0.0867 3 -2.9742 5 -0.0104 3 249 5 max 0.2119 3 0.0632 2 0.3946 4 0 5 0 5 0 5 0 5 250 min 0 1 -0.0322 1 -0.0015 3 0 1 0 1 0 1 0 1 251 M26 1 max 0 1 0.1196 3 0 2 0 5 0 5 0 5 0 5 252 min -0.0872 2 -0.0009 4 -0.0617 5 0 1 0 1 0 1 0 1 253 2 max 0 4 0.2973 3 0.1741 5 0.0355 1 0.0213 2 0.0014 1 0.8842 5 254 min -0.0759 3 0.0002 4 -0.0003 3 -0.0213 2 -0.0355 1 -0.8842 5 -0.0014 1 255 3 max 0.0669 2 0.3227 3 0.0002 1 1.6222 2 1.6662 3 0.0011 1 0.0576 5 256 min -0.0007 5 0 4 -0.1855 5 -1.6662 3 -1.6222 2 -0.0576 5 -0.0011 1 257 4 max 0.0956 2 0.2753 3 0.0002 1 0.0655 3 0.0007 4 0.0021 3 1.1258 5 258 min -0.0006 1 -0.0009 5 -0.1382 5 -0.0007 4 -0.0655 3 -1.1258 5 -0.0021 3 259 5 max 0.0822 2 0.083 2 0.0695 5 0 5 0 5 0 5 0 5 260 min 0 4 -0.0316 1 0 2 0 1 0 1 0 1 0 1 261 M27 1 max 0 4 0.0963 3 0 2 0 5 0 5 0 5 0 5 262 min -0.2106 3 0.0016 4 -0.3938 5 0 1 0 1 0 1 0 1 263 2 max 0.0003 4 0.1862 3 0 1 0.0362 5 0.0555 2 0.0002 2 2.9176 5 264 min -0.1299 3 -0.0011 4 -0.1917 5 -0.0555 2 -0.0362 5 -2.9176 5 -0.0002 2 265 3 max 0.0439 2 0.2154 3 0 2 0.0002 4 1.04 3 0 2 3.4813 5 266 min -0.0006 1 -0.0001 4 -0.0173 4 -1.04 3 -0.0002 4 -3.4813 5 0 2 267 4 max 0.132 2 0.1854 2 0.19 5 0.087 3 -0.004 4 -0.0002 2 3.0018 5 268 min -0.0006 1 -0.0013 1 0 3 0.004 4 -0.087 3 -3.0018 5 0.0002 2 269 5 max 0.2147 3 0.0643 2 0.3983 5 0 5 0 5 0 5 0 5 270 min 0 5 -0.0337 5 0 2 0 1 0 1 0 1 0 1 271 M28 1 max 0 5 0.1231 3 0.0003 1 0 5 0 5 0 5 0 5 272 min -0.1068 3 0.0008 4 -0.0612 4 0 1 0 1 0 1 0 1 273 2 max 0 4 0.3094 3 0.1746 5 0.0359 5 0.0221 2 0 2 0.8872 5 274 min -0.0884 3 -0.0002 4 0 2 -0.0221 2 -0.0359 5 -0.8872 5 0 2 275 3 max 0.0746 2 0.3339 3 0 2 1.6889 2 1.7301 3 0 2 0.0605 5 276 min -0.0007 1 0 4 -0.1861 5 -1.7301 3 -1.6889 2 -0.0605 5 0 2 277 4 max 0.1109 2 0.2863 3 0 2 0.0666 3 -0.0006 4 0 2 1.1307 5 278 min -0.0006 5 -0.0007 1 -0.1386 5 0.0006 4 -0.0666 3 -1.1307 5 0 2 279 5 max 0.1029 3 0.0864 2 0.0691 4 0 5 0 5 0 5 0 5 280 min 0 4 -0.0324 5 -0.0003 3 0 1 0 1 0 1 0 1 281 M29 1 max 0.1348 5 0.0704 5 -0.0006 4 0 5 0 5 0 5 0 5 282 min -0.1507 2 0 2 -0.1418 3 0 1 0 1 0 1 0 1 283 2 max 0.0784 5 0.0369 5 -0.0007 4 0 2 0.1328 5 1.5531 3 -0.0048 4 284 min -0.0577 2 0 2 -0.1687 3 -0.1328 5 0 2 0.0048 4 -1.5531 3 285 3 max 0.0679 5 0.0369 5 -0.0007 4 0.1106 5 -0.0002 2 0.4396 3 -0.0002 4 286 min -0.0577 2 0 2 -0.1687 3 0.0002 2 -0.1106 5 0.0002 4 -0.4396 3 287 4 max 0.0573 5 0.0369 5 -0.0007 4 0.354 5 -0.0005 2 -0.0045 4 0.6739 3 123 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 40 Envelope Member Section Stresses (Continued) Member Sec Axial[ksi] LC y Shear[ksi] LC z Shear[ksi] LC y-Top[ksi] LC y-Bot[ksi] LC z-Top[ksi] LC z-Bot[ksi] LC 288 min -0.0577 2 0 2 -0.1687 3 0.0005 2 -0.354 5 -0.6739 3 0.0045 4 289 5 max 0.0468 5 0.0369 5 -0.0007 4 0.5974 5 -0.0008 2 -0.0091 4 1.7874 3 290 min -0.0577 2 0 2 -0.1687 3 0.0008 2 -0.5974 5 -1.7874 3 0.0091 4 291 M30 1 max 0.1328 1 0.0683 4 0.0005 4 0 5 0 5 0 5 0 5 292 min -0.1555 2 -0.0017 3 -0.1555 3 0 1 0 1 0 1 0 1 293 2 max 0.0769 1 0.0346 4 0.0006 4 0.0073 3 0.1228 4 1.5716 3 0.0042 4 294 min -0.0587 2 -0.0018 3 -0.1711 3 -0.1228 4 -0.0073 3 -0.0042 4 -1.5716 3 295 3 max 0.0664 1 0.0346 4 0.0006 4 0.1057 4 0.0048 3 0.4419 3 0.0002 4 296 min -0.0587 2 -0.0018 3 -0.1711 3 -0.0048 3 -0.1057 4 -0.0002 4 -0.4419 3 297 4 max 0.0559 1 0.0346 4 0.0006 4 0.3342 4 0.0168 3 0.0038 4 0.6879 3 298 min -0.0587 2 -0.0018 3 -0.1711 3 -0.0168 3 -0.3342 4 -0.6879 3 -0.0038 4 299 5 max 0.0454 1 0.0346 4 0.0006 4 0.5626 4 0.0289 3 0.0078 4 1.8176 3 300 min -0.0587 2 -0.0018 3 -0.1711 3 -0.0289 3 -0.5626 4 -1.8176 3 -0.0078 4 301 M31 1 max 0.1209 1 0.3612 5 0 4 0 5 0 5 0 5 0 5 302 min -0.0055 2 0 2 -0.3443 3 0 1 0 1 0 1 0 1 303 2 max 0.071 3 0.0335 5 0 4 0.3573 5 0.0022 3 1.4588 3 0 4 304 min -0.0001 4 0 2 -0.1785 3 -0.0022 3 -0.3573 5 0 4 -1.4588 3 305 3 max 0.061 3 0.0335 5 0 4 0.5688 5 0.0016 3 0.332 3 0 4 306 min -0.0001 4 0 2 -0.1785 3 -0.0016 3 -0.5688 5 0 4 -0.332 3 307 4 max 0.0509 3 0.0335 5 0 4 0.7802 5 0.0009 3 0 4 0.7949 3 308 min -0.0001 4 0 2 -0.1785 3 -0.0009 3 -0.7802 5 -0.7949 3 0 4 309 5 max 0.0408 3 0.0335 5 0 4 0.9917 5 0.0003 3 -0.0001 4 1.9217 3 310 min -0.0001 4 0 2 -0.1785 3 -0.0003 3 -0.9917 5 -1.9217 3 0.0001 4 311 M32 1 max 0.1239 3 0.2287 5 0 4 0 5 0 5 0 5 0 5 312 min -0.0008 4 0 2 -0.2388 3 0 1 0 1 0 1 0 1 313 2 max 0.0763 3 0.0344 5 0.0001 4 0.1877 5 -0.0001 2 1.567 3 0.0006 4 314 min -0.0007 4 0 2 -0.1795 3 0.0001 2 -0.1877 5 -0.0006 4 -1.567 3 315 3 max 0.066 3 0.0344 5 0.0001 4 0.4099 5 -0.0001 2 0.4077 3 -0.0001 4 316 min -0.0007 4 0 2 -0.1795 3 0.0001 2 -0.4099 5 0.0001 4 -0.4077 3 317 4 max 0.0557 3 0.0344 5 0.0001 4 0.6321 5 -0.0001 2 0.0007 5 0.7516 3 318 min -0.0007 4 0 2 -0.1795 3 0.0001 2 -0.6321 5 -0.7516 3 -0.0007 5 319 5 max 0.0454 3 0.0344 5 0.0001 4 0.8543 5 -0.0001 2 0.0013 4 1.9108 3 320 min -0.0007 4 0 2 -0.1795 3 0.0001 2 -0.8543 5 -1.9108 3 -0.0013 4 321 M33 1 max 0.1238 3 0.2284 5 0 4 0 5 0 5 0 5 0 5 322 min 0.0007 4 -0.0001 3 -0.2572 3 0 1 0 1 0 1 0 1 323 2 max 0.0763 3 0.0343 5 0 1 0.183 4 0.0031 3 1.5883 3 -0.0001 1 324 min 0.0006 4 0 3 -0.1823 3 -0.0031 3 -0.183 4 0.0001 1 -1.5883 3 325 3 max 0.066 3 0.0343 5 0 1 0.4043 4 0.0033 3 0.4108 3 0 4 326 min 0.0006 4 0 3 -0.1823 3 -0.0033 3 -0.4043 4 0 4 -0.4108 3 327 4 max 0.0557 3 0.0343 5 0 1 0.6256 4 0.0036 3 0.0001 1 0.7668 3 328 min 0.0006 4 0 3 -0.1823 3 -0.0036 3 -0.6256 4 -0.7668 3 -0.0001 1 329 5 max 0.0454 3 0.0343 5 0 1 0.8469 4 0.0038 3 0 1 1.9444 3 330 min 0.0006 4 0 3 -0.1823 3 -0.0038 3 -0.8469 4 -1.9444 3 0 1 331 M34 1 max 0.121 5 0.3601 5 0 4 0 5 0 5 0 5 0 5 332 min -0.0052 2 -0.0004 3 -0.3209 3 0 1 0 1 0 1 0 1 333 2 max 0.071 3 0.0333 5 0 4 0.3622 5 0 2 1.4407 3 0.0001 4 334 min 0.0001 4 -0.0001 3 -0.1757 3 0 2 -0.3622 5 -0.0001 4 -1.4407 3 335 3 max 0.0609 3 0.0333 5 0 4 0.5722 5 0 2 0.331 3 0 4 336 min 0.0001 4 -0.0001 3 -0.1757 3 0 2 -0.5722 5 0 4 -0.331 3 337 4 max 0.0509 3 0.0333 5 0 4 0.7822 5 0 2 0 4 0.7787 3 338 min 0.0001 4 -0.0001 3 -0.1757 3 0 2 -0.7822 5 -0.7787 3 0 4 339 5 max 0.0408 3 0.0333 5 0 4 0.9922 5 0 2 0.0001 4 1.8884 3 340 min 0.0001 4 -0.0001 3 -0.1757 3 0 2 -0.9922 5 -1.8884 3 -0.0001 4 341 M35 1 max 0.2956 3 0.0465 4 0.0029 1 0 5 0 5 0 5 0 5 342 min -0.0017 4 -0.0018 1 -0.2071 2 0 1 0 1 0 1 0 1 124 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 41 Envelope Member Section Stresses (Continued) Member Sec Axial[ksi] LC y Shear[ksi] LC z Shear[ksi] LC y-Top[ksi] LC y-Bot[ksi] LC z-Top[ksi] LC z-Bot[ksi] LC 343 2 max 0.1347 3 0.0407 4 0.0013 1 0.0066 1 0.1862 4 1.4563 2 0.0104 1 344 min -0.0013 4 -0.0018 1 -0.1675 2 -0.1862 4 -0.0066 1 -0.0104 1 -1.4563 2 345 3 max 0.1244 3 0.0407 4 0.0013 1 0.0764 4 0.005 1 0.3745 2 0.0019 5 346 min -0.0013 4 -0.0018 1 -0.1675 2 -0.005 1 -0.0764 4 -0.0019 5 -0.3745 2 347 4 max 0.1141 3 0.0407 4 0.0013 1 0.3389 4 0.0166 1 0.0067 1 0.7073 2 348 min -0.0013 4 -0.0018 1 -0.1675 2 -0.0166 1 -0.3389 4 -0.7073 2 -0.0067 1 349 5 max 0.1038 3 0.0407 4 0.0013 1 0.6015 4 0.0282 1 0.0153 1 1.7891 2 350 min -0.0013 4 -0.0018 1 -0.1675 2 -0.0282 1 -0.6015 4 -1.7891 2 -0.0153 1 351 M36 1 max 0.1198 1 0.3093 5 0 4 0 5 0 5 0 5 0 5 352 min -0.0077 2 -0.0001 3 -0.3252 3 0 1 0 1 0 1 0 1 353 2 max 0.0698 1 0.0341 5 0 1 0.2484 5 0.0001 2 1.4494 3 0.0001 1 354 min -0.0059 2 0 2 -0.1766 3 -0.0001 2 -0.2484 5 -0.0001 1 -1.4494 3 355 3 max 0.0598 1 0.0341 5 0 1 0.4635 5 0.0001 2 0.3343 3 0.0002 5 356 min -0.0059 2 0 2 -0.1766 3 -0.0001 2 -0.4635 5 -0.0002 5 -0.3343 3 357 4 max 0.0497 1 0.0341 5 0 1 0.6786 5 0.0001 2 -0.0001 1 0.7809 3 358 min -0.0059 2 0 2 -0.1766 3 -0.0001 2 -0.6786 5 -0.7809 3 0.0001 1 359 5 max 0.0396 1 0.0341 5 0 1 0.8936 5 0.0001 2 -0.0001 1 1.896 3 360 min -0.0059 2 0 2 -0.1766 3 -0.0001 2 -0.8936 5 -1.896 3 0.0001 1 361 M37 1 max 0.1204 5 0.3095 5 0 4 0 5 0 5 0 5 0 5 362 min -0.0079 2 0 2 -0.3491 3 0 1 0 1 0 1 0 1 363 2 max 0.0704 5 0.034 5 0.0001 4 0.2439 4 0.0026 1 1.4675 3 0.0004 5 364 min -0.0059 2 -0.0001 1 -0.1793 3 -0.0026 1 -0.2439 4 -0.0004 5 -1.4675 3 365 3 max 0.0603 5 0.034 5 0.0001 4 0.458 4 0.0029 1 0.3353 3 0.0001 1 366 min -0.0059 2 -0.0001 1 -0.1793 3 -0.0029 1 -0.458 4 -0.0001 1 -0.3353 3 367 4 max 0.0502 5 0.034 5 0.0001 4 0.6721 4 0.0033 1 0.0005 4 0.7969 3 368 min -0.0059 2 -0.0001 1 -0.1793 3 -0.0033 1 -0.6721 4 -0.7969 3 -0.0005 4 369 5 max 0.0402 5 0.034 5 0.0001 4 0.8862 4 0.0036 1 0.0009 4 1.9291 3 370 min -0.0059 2 -0.0001 1 -0.1793 3 -0.0036 1 -0.8862 4 -1.9291 3 -0.0009 4 371 M38 1 max 0.2903 3 0.0485 5 0.0034 5 0 5 0 5 0 5 0 5 372 min 0.002 4 0 2 -0.19 2 0 1 0 1 0 1 0 1 373 2 max 0.1337 3 0.043 5 0.002 5 0 2 0.1959 5 1.4394 2 0.0145 5 374 min 0.0015 4 0 2 -0.1651 2 -0.1959 5 0 2 -0.0145 5 -1.4394 2 375 3 max 0.1234 3 0.043 5 0.002 5 0.0816 5 0.0002 2 0.3734 2 0.0019 1 376 min 0.0015 4 0 2 -0.1651 2 -0.0002 2 -0.0816 5 -0.0019 1 -0.3734 2 377 4 max 0.1131 3 0.043 5 0.002 5 0.359 5 0.0005 2 0.0109 5 0.6926 2 378 min 0.0015 4 0 2 -0.1651 2 -0.0005 2 -0.359 5 -0.6926 2 -0.0109 5 379 5 max 0.1028 3 0.043 5 0.002 5 0.6365 5 0.0007 2 0.0235 5 1.7586 2 380 min 0.0015 4 0 2 -0.1651 2 -0.0007 2 -0.6365 5 -1.7586 2 -0.0235 5 Envelope Member Section Deflections - Service Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 1 M1 1 max 0 5 0 5 0 5 0 5 NC 5 NC 5 2 min 0 1 0 1 0 1 -0.0019 3 NC 1 NC 1 3 2 max 0.0001 4 0 2 0.0107 3 0 5 NC 5 NC 5 4 min -0.0002 1 -0.0114 5 0 1 -0.0019 3 NC 1 NC 1 5 3 max 0.0002 4 0 2 0.0243 3 0 5 NC 3 NC 5 6 min -0.0003 1 -0.0233 5 0 1 -0.0026 3 6060.7005 5 5813.9845 3 7 4 max 0.0003 4 0.0004 3 0.0405 3 0 5 NC 3 NC 5 8 min -0.0004 1 -0.0345 4 0 1 -0.0033 3 4089.7695 4 3481.9159 3 9 5 max 0.0004 4 0 2 0.0679 3 0 5 NC 3 NC 5 10 min -0.0005 1 -0.0489 5 0 1 -0.0039 3 2882.7382 5 2076.3451 3 11 M2 1 max 0 5 0 5 0 5 0 2 NC 5 NC 5 12 min 0 1 0 1 0 1 0 1 NC 1 NC 1 13 2 max 0 2 0 2 0.1608 3 0 5 NC 5 NC 5 14 min -0.0003 5 -0.0102 5 0 1 0 3 NC 1 876.9012 3 125 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 42 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 15 3 max 0 2 0 2 0.342 3 0 5 NC 3 NC 5 16 min -0.0005 5 -0.0221 5 0 1 -0.0003 3 6380.1637 5 412.2332 3 17 4 max 0 2 0 2 0.5469 3 0 5 NC 3 NC 5 18 min -0.0006 5 -0.0371 5 0 1 -0.0005 3 3804.5106 5 257.8061 3 19 5 max 0 2 0 2 0.7697 3 0 5 NC 3 NC 5 20 min -0.0008 5 -0.0464 5 0 1 -0.0008 3 3039.9381 5 183.1894 3 21 M3 1 max 0 5 0 5 0 5 0.0014 3 NC 5 NC 5 22 min 0 1 0 1 0 1 0 1 NC 1 NC 1 23 2 max 0 4 0 3 0.2759 3 0.0014 3 NC 5 NC 5 24 min -0.0003 1 -0.0101 5 0 5 0 1 NC 1 511.1098 3 25 3 max 0 4 0 3 0.5508 3 0.0017 3 NC 3 NC 5 26 min -0.0005 1 -0.022 5 0 5 0 1 6419.9587 5 255.9879 3 27 4 max 0 4 0 3 0.8315 3 0.0019 3 NC 3 NC 5 28 min -0.0006 1 -0.0368 5 0 5 0 1 3830.0612 5 169.5692 3 29 5 max 0 4 0 3 1.1133 3 0.0022 3 NC 3 NC 5 30 min -0.0008 1 -0.0463 5 0 5 0 1 3047.7005 5 126.6519 3 31 M4 1 max 0 5 0 5 0 5 0 2 NC 5 NC 5 32 min 0 1 0 1 0 1 0 1 NC 1 NC 1 33 2 max 0 2 0 2 0.1175 3 0 5 NC 5 NC 5 34 min -0.0004 5 -0.0106 5 0 1 0 3 NC 1 1199.5757 3 35 3 max 0 2 0 2 0.2347 3 0 5 NC 3 NC 5 36 min -0.0006 5 -0.0232 5 0 1 -0.0007 3 6089.4052 5 600.7467 3 37 4 max 0 2 0 2 0.3573 3 0 5 NC 3 NC 5 38 min -0.0008 5 -0.0389 5 0 1 -0.0014 3 3620.3518 5 394.6532 3 39 5 max 0 2 0 2 0.4826 3 0 5 NC 3 NC 5 40 min -0.001 5 -0.0478 5 0 1 -0.002 3 2950.8298 5 292.1876 3 41 M5 1 max 0 5 0 5 0 5 0 5 NC 5 NC 5 42 min 0 1 0 1 0 1 -0.0004 3 NC 1 NC 1 43 2 max 0 4 0 2 0.0653 3 0 5 NC 5 NC 5 44 min -0.0002 3 -0.0105 5 0 1 -0.0004 3 NC 1 2160.9124 3 45 3 max 0 4 0 2 0.214 3 0 5 NC 3 NC 5 46 min -0.0003 3 -0.0225 5 0 1 -0.0006 3 6256.3177 5 658.7487 3 47 4 max 0 4 0 2 0.4107 3 0 5 NC 3 NC 5 48 min -0.0004 3 -0.0366 5 0 1 -0.0008 3 3853.0875 5 343.2974 3 49 5 max 0 4 0 2 0.6268 3 0 5 NC 3 NC 5 50 min -0.0005 3 -0.0469 5 0 1 -0.001 3 3004.0278 5 224.9352 3 51 M6 1 max 0 5 0 5 0 5 0 5 NC 5 NC 5 52 min 0 1 0 1 0 1 -0.0006 3 NC 1 NC 1 53 2 max 0 4 0 2 0.0885 3 0 5 NC 5 NC 5 54 min -0.0002 3 -0.0102 5 0 1 -0.0006 3 NC 1 1593.1522 3 55 3 max 0 4 0 2 0.2925 3 0 5 NC 3 NC 5 56 min -0.0003 3 -0.0221 5 0 1 -0.0009 3 6375.9612 5 481.9986 3 57 4 max 0 4 0 2 0.5627 3 0 5 NC 3 NC 5 58 min -0.0004 3 -0.036 5 0 1 -0.0012 3 3917.5153 5 250.5813 3 59 5 max 0 4 0 2 0.8614 3 0 5 NC 3 NC 5 60 min -0.0005 3 -0.0461 5 0 1 -0.0015 3 3060.6019 5 163.6876 3 61 M7 1 max 0 5 0 5 0 5 0 5 NC 5 NC 5 62 min 0 1 0 1 0 1 -0.0013 3 NC 1 NC 1 63 2 max 0 2 0 3 0.2783 3 0 5 NC 5 NC 5 64 min -0.0003 5 -0.0101 5 0 5 -0.0014 3 NC 1 506.5574 3 65 3 max 0 2 0 3 0.559 3 0 5 NC 3 NC 5 66 min -0.0005 5 -0.0218 5 0 5 -0.0015 3 6455.8034 5 252.2371 3 67 4 max 0 2 0 3 0.8482 3 0 5 NC 3 NC 5 68 min -0.0006 5 -0.0366 5 0 5 -0.0016 3 3851.6118 5 166.2317 3 69 5 max 0 2 0 2 1.1411 3 0 5 NC 3 NC 5 126 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 43 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 70 min -0.0008 5 -0.0461 5 0 5 -0.0017 3 3061.7942 5 123.5694 3 71 M8 1 max 0.0489 5 0.0004 4 0.0679 3 0.001 3 NC 5 NC 5 72 min 0 2 -0.0005 1 0 1 0 1 NC 1 NC 1 73 2 max 0.0468 5 0 2 0.6551 3 0.0062 3 NC 5 NC 5 74 min 0 2 -0.0035 5 0 1 0 1 NC 1 1797.0675 3 75 3 max 0.0461 5 0 2 0.9695 3 0.0084 3 NC 5 NC 5 76 min 0 2 -0.0038 5 0 5 0 1 NC 1 1170.1408 3 77 4 max 0.0465 5 0.0018 4 0.8941 3 0.0075 3 NC 5 NC 5 78 min -0.0001 3 -0.0021 1 0 5 0 1 NC 1 1276.3057 3 79 5 max 0.0483 5 0.0002 2 0.0663 3 0.0011 3 NC 5 NC 5 80 min -0.0001 3 -0.0009 5 0 5 0 5 NC 1 NC 1 81 M9 1 max 0.0105 5 0.0001 4 0.0097 3 0.0004 3 NC 5 NC 5 82 min 0 2 -0.0002 1 0 1 0 1 NC 1 NC 1 83 2 max 0.0099 5 0 2 0.075 3 0.0034 3 NC 5 NC 5 84 min 0 2 -0.0037 5 0 1 0 1 NC 1 NC 1 85 3 max 0.0097 5 0 2 0.1398 3 0.0057 3 NC 5 NC 5 86 min 0 2 -0.0036 5 0 1 0 1 NC 1 8104.179 3 87 4 max 0.0097 5 0.0019 4 0.1388 3 0.0053 3 NC 5 NC 5 88 min 0 3 -0.0017 3 0 1 0 1 NC 1 8155.826 3 89 5 max 0.0102 5 0.0001 2 0.0092 3 0.0004 3 NC 5 NC 5 90 min 0 1 -0.0004 5 0 5 0 5 NC 1 NC 1 91 M10 1 max 0 5 0 5 0 5 0.0018 3 NC 5 NC 5 92 min 0 1 0 1 0 1 0 1 NC 1 NC 1 93 2 max 0.0001 2 0.0001 3 0.0101 3 0.0018 3 NC 5 NC 5 94 min -0.0004 5 -0.0111 4 0 5 0 1 NC 1 NC 1 95 3 max 0.0001 2 0 2 0.0223 3 0.0025 3 NC 3 NC 5 96 min -0.0006 5 -0.0231 5 0 5 0 1 6101.2319 5 6320.3845 3 97 4 max 0.0002 2 0 2 0.0377 3 0.0032 3 NC 3 NC 5 98 min -0.0007 5 -0.0349 5 0 5 0 1 4034.5074 5 3737.6109 3 99 5 max 0.0002 2 0.0001 3 0.0663 3 0.0039 3 NC 3 NC 5 100 min -0.0009 5 -0.0483 5 0 5 0 4 2917.7681 5 2127.7631 3 101 M11 1 max 0 5 0 5 0 5 0.0009 3 NC 5 NC 5 102 min 0 1 0 1 0 1 0 1 NC 1 NC 1 103 2 max 0 4 0 3 0.0772 3 0.001 3 NC 5 NC 5 104 min -0.0002 3 -0.0104 5 0 5 0 1 NC 1 1826.7885 3 105 3 max 0 4 0 3 0.2535 3 0.0015 3 NC 3 NC 5 106 min -0.0003 3 -0.0224 5 0 5 0 1 6300.1613 5 556.2581 3 107 4 max 0 4 0 2 0.4851 3 0.0021 3 NC 3 NC 5 108 min -0.0004 3 -0.0365 5 0 5 0 1 3860.8582 5 290.6545 3 109 5 max 0 4 0.0001 3 0.7383 3 0.0027 3 NC 3 NC 5 110 min -0.0004 3 -0.0467 5 0 5 0 1 3018.5824 5 190.9739 3 111 M12 1 max 0 5 0 5 0 5 0 3 NC 5 NC 5 112 min 0 1 0 1 0 1 0 1 NC 1 NC 1 113 2 max 0.0001 4 0 3 0.1038 3 0.0001 3 NC 5 NC 5 114 min -0.0003 1 -0.0104 5 0 5 0 1 NC 1 1358.4027 3 115 3 max 0.0001 4 0.0001 1 0.2146 3 0.001 3 NC 3 NC 5 116 min -0.0004 1 -0.0227 5 0 5 0 1 6212.983 5 656.9559 3 117 4 max 0.0002 4 0.0002 1 0.3365 3 0.0019 3 NC 3 NC 5 118 min -0.0006 1 -0.0384 4 0 5 0 1 3669.6877 4 418.9838 3 119 5 max 0.0002 4 0.0001 3 0.4668 3 0.0028 3 NC 3 NC 5 120 min -0.0007 1 -0.0474 5 0 5 0 4 2975.2697 5 302.0445 3 121 M13 1 max 0 5 0 5 0 5 0.0008 3 NC 5 NC 5 122 min 0 1 0 1 0 1 0 1 NC 1 NC 1 123 2 max 0 4 0 1 0.0718 3 0.0009 3 NC 5 NC 5 124 min -0.0002 1 -0.0094 5 0 5 0 1 NC 1 1921.9726 3 127 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 44 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 125 3 max 0 4 0 1 0.2363 3 0.0014 3 NC 3 NC 5 126 min -0.0003 1 -0.0211 5 0 5 0 1 6528.9434 5 584.0433 3 127 4 max 0 4 0 2 0.4534 3 0.002 3 NC 3 NC 5 128 min -0.0003 1 -0.0347 5 0 5 0 1 3971.9102 5 304.3359 3 129 5 max 0 4 0.0001 1 0.6914 3 0.0025 3 NC 3 NC 5 130 min -0.0004 1 -0.0445 5 0 5 0 1 3097.9587 5 199.5911 3 131 M14 1 max 0 5 0 5 0 5 0 5 NC 5 NC 5 132 min 0 1 0 1 0 1 -0.0018 3 NC 1 NC 1 133 2 max 0.0001 4 0 2 0.0115 3 0 5 NC 5 NC 5 134 min -0.0003 3 -0.0107 5 0 4 -0.0018 3 NC 1 NC 1 135 3 max 0.0002 4 0 1 0.0249 3 0 5 NC 3 NC 5 136 min -0.0005 3 -0.0218 5 0 4 -0.0025 3 6328.0417 5 5537.4676 3 137 4 max 0.0003 4 0.0004 1 0.0412 3 0 5 NC 3 NC 5 138 min -0.0006 3 -0.0326 4 0 4 -0.0031 3 4236.5523 4 3351.8994 3 139 5 max 0.0004 4 0 2 0.0679 3 0 5 NC 3 NC 5 140 min -0.0008 3 -0.0467 5 0 1 -0.0037 3 2952.7962 5 2032.6497 3 141 M15 1 max 0 5 0 5 0 5 0 3 NC 5 NC 5 142 min 0 1 0 1 0 1 0 1 NC 1 NC 1 143 2 max 0 2 0 2 0.1517 3 0 5 NC 5 NC 5 144 min -0.0003 5 -0.0092 5 0 1 0 3 NC 1 909.4074 3 145 3 max 0 2 0 2 0.3219 3 0 5 NC 3 NC 5 146 min -0.0004 5 -0.021 5 0 1 -0.0002 3 6583.092 5 428.6542 3 147 4 max 0 2 0 2 0.5134 3 0 5 NC 3 NC 5 148 min -0.0006 5 -0.0353 5 0 1 -0.0005 3 3905.6533 5 268.7996 3 149 5 max 0 2 0 2 0.7212 3 0 5 NC 3 NC 5 150 min -0.0007 5 -0.0442 5 0 1 -0.0007 3 3120.5969 5 191.3349 3 151 M16 1 max 0 5 0 5 0 5 0.0012 3 NC 5 NC 5 152 min 0 1 0 1 0 1 0 1 NC 1 NC 1 153 2 max 0 4 0 1 0.259 3 0.0013 3 NC 5 NC 5 154 min -0.0003 3 -0.0091 5 0 5 0 1 NC 1 532.8577 3 155 3 max 0 4 0 1 0.5185 3 0.0015 3 NC 3 NC 5 156 min -0.0004 3 -0.0208 5 0 5 0 1 6635.4396 5 266.1684 3 157 4 max 0 4 0 1 0.7836 3 0.0018 3 NC 3 NC 5 158 min -0.0006 3 -0.0351 5 0 5 0 1 3934.6716 5 176.1204 3 159 5 max 0 4 0 1 1.0496 3 0.0021 3 NC 3 NC 5 160 min -0.0007 3 -0.0441 5 0 5 0 1 3129.0086 5 131.4801 3 161 M17 1 max 0 5 0 5 0 5 0.0001 2 NC 5 NC 5 162 min 0 1 0 1 0 1 0 1 NC 1 NC 1 163 2 max 0 2 0 2 0.1115 3 0 5 NC 5 NC 5 164 min -0.0003 5 -0.0096 5 0 4 0 3 NC 1 1237.7934 3 165 3 max 0 2 0 2 0.2233 3 0 5 NC 3 NC 5 166 min -0.0005 5 -0.0221 5 0 1 -0.0006 3 6238.8252 5 618.0514 3 167 4 max 0 2 0 2 0.3401 3 0 5 NC 3 NC 5 168 min -0.0007 5 -0.0373 5 0 1 -0.0013 3 3703.1843 5 405.82 3 169 5 max 0 2 0 2 0.4592 3 0 5 NC 3 NC 5 170 min -0.0009 5 -0.0456 5 0 1 -0.0019 3 3025.3343 5 300.543 3 171 M18 1 max 0 5 0 5 0 5 0 5 NC 5 NC 5 172 min 0 1 0 1 0 1 -0.0003 3 NC 1 NC 1 173 2 max 0 4 0 2 0.0607 3 0 5 NC 5 NC 5 174 min -0.0002 1 -0.0096 5 0 1 -0.0004 3 NC 1 2275.3254 3 175 3 max 0 4 0 2 0.1996 3 0 5 NC 3 NC 5 176 min -0.0003 1 -0.0213 5 0 1 -0.0005 3 6476.4883 5 691.3918 3 177 4 max 0 4 0 2 0.3841 3 0 5 NC 3 NC 5 178 min -0.0003 1 -0.0348 5 0 1 -0.0007 3 3962.4188 5 359.2688 3 179 5 max 0 4 0 2 0.5872 3 0 5 NC 3 NC 5 128 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 45 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 180 min -0.0004 1 -0.0448 5 0 1 -0.0009 3 3082.1952 5 234.9939 3 181 M19 1 max 0 5 0 5 0 5 0 5 NC 5 NC 5 182 min 0 1 0 1 0 1 -0.0005 3 NC 1 NC 1 183 2 max 0 4 0 2 0.082 3 0 5 NC 5 NC 5 184 min -0.0002 1 -0.0093 5 0 1 -0.0005 3 NC 1 1682.4287 3 185 3 max 0 4 0 2 0.2714 3 0 5 NC 3 NC 5 186 min -0.0003 1 -0.0209 5 0 1 -0.0008 3 6616.5896 5 508.3954 3 187 4 max 0 4 0 2 0.5234 3 0 5 NC 3 NC 5 188 min -0.0003 1 -0.0342 5 0 1 -0.0011 3 4033.4973 5 263.6642 3 189 5 max 0 4 0 2 0.8026 3 0 5 NC 3 NC 5 190 min -0.0004 1 -0.0439 5 0 1 -0.0014 3 3142.8077 5 171.95 3 191 M20 1 max 0 5 0 5 0 5 0 5 NC 5 NC 5 192 min 0 1 0 1 0 1 -0.0012 3 NC 1 NC 1 193 2 max 0 2 0 1 0.2613 3 0 5 NC 5 NC 5 194 min -0.0003 5 -0.009 5 0 5 -0.0012 3 NC 1 528.1919 3 195 3 max 0 2 0 1 0.5258 3 0 5 NC 3 NC 5 196 min -0.0005 5 -0.0207 5 0 5 -0.0014 3 6675.6982 5 262.4643 3 197 4 max 0 2 0 1 0.7983 3 0 5 NC 3 NC 5 198 min -0.0006 5 -0.0349 5 0 5 -0.0015 3 3957.8244 5 172.8578 3 199 5 max 0 2 0 2 1.0742 3 0 5 NC 3 NC 5 200 min -0.0008 5 -0.0439 5 0 5 -0.0016 3 3144.0588 5 128.4699 3 201 M21 1 max 0 5 0 5 0 5 0 5 NC 5 NC 5 202 min 0 1 0 1 0 1 0 2 NC 1 NC 1 203 2 max 0.0001 4 0 1 0.0988 3 0.0001 3 NC 5 NC 5 204 min -0.0003 3 -0.0094 4 0 4 0 1 NC 1 1396.1555 3 205 3 max 0.0001 4 0.0001 3 0.2041 3 0.0009 3 NC 3 NC 5 206 min -0.0004 3 -0.0216 4 0 4 0 1 6374.6602 4 676.0196 3 207 4 max 0.0002 4 0.0002 3 0.3194 3 0.0017 3 NC 3 NC 5 208 min -0.0005 3 -0.0367 4 0 5 0 1 3755.6665 4 432.0771 3 209 5 max 0.0002 4 0.0001 1 0.4423 3 0.0026 3 NC 3 NC 5 210 min -0.0007 3 -0.0452 5 0 5 0 1 3051.687 5 312.0348 3 211 M22 1 max 0 5 0 5 0 5 0.0016 3 NC 5 NC 5 212 min 0 1 0 1 0 1 0 1 NC 1 NC 1 213 2 max -0.0001 2 0.0001 1 0.0108 3 0.0017 3 NC 5 NC 5 214 min -0.0004 5 -0.0104 4 0 4 0 1 NC 1 NC 1 215 3 max -0.0001 2 0 2 0.023 3 0.0024 3 NC 3 NC 5 216 min -0.0005 5 -0.0217 5 0 4 0 1 6365.3053 5 5999.9573 3 217 4 max -0.0002 2 0 2 0.0385 3 0.003 3 NC 3 NC 5 218 min -0.0007 5 -0.033 5 0 4 0 1 4177.1234 5 3583.3285 3 219 5 max -0.0002 2 0.0001 1 0.0662 3 0.0037 3 NC 3 NC 5 220 min -0.0009 5 -0.0461 5 0 5 0 1 2990.4158 5 2083.2056 3 221 M23 1 max 0.0467 5 0.0004 4 0.0679 3 0.001 3 NC 5 NC 5 222 min 0 2 -0.0008 3 0 1 0 1 NC 1 NC 1 223 2 max 0.0447 5 0 2 0.6135 3 0.0059 3 NC 5 NC 5 224 min 0 2 -0.0035 5 0 1 0 1 NC 1 1933.9196 3 225 3 max 0.0439 5 0 2 0.9069 3 0.0081 3 NC 5 NC 5 226 min 0 2 -0.0037 5 0 5 0 1 NC 1 1257.3621 3 227 4 max 0.0444 5 0.0018 4 0.8394 3 0.0072 3 NC 5 NC 5 228 min -0.0001 1 -0.0021 3 0 5 0 1 NC 1 1366.5746 3 229 5 max 0.0461 5 -0.0002 2 0.0662 3 0.0011 3 NC 5 NC 5 230 min -0.0001 1 -0.0009 5 0 5 0 5 NC 1 NC 1 231 M24 1 max 0.009 5 0.0001 4 0.0095 3 0.0005 3 NC 5 NC 5 232 min 0 2 -0.0003 3 0 4 0 4 NC 1 NC 1 233 2 max 0.0084 5 0 2 0.0629 3 0.0031 3 NC 5 NC 5 234 min 0 2 -0.0036 5 0 1 0 1 NC 1 NC 1 129 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 46 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 235 3 max 0.0081 5 0 2 0.1187 3 0.0053 3 NC 5 NC 5 236 min 0 2 -0.0035 5 0 1 0 1 NC 1 9645.9779 3 237 4 max 0.0082 5 0.0018 4 0.1187 3 0.0049 3 NC 5 NC 5 238 min 0 1 -0.0017 1 0 1 0 1 NC 1 9636.7048 3 239 5 max 0.0088 4 -0.0001 2 0.009 3 0.0004 3 NC 5 NC 5 240 min -0.0001 3 -0.0003 5 0 4 0 4 NC 1 NC 1 241 M25 1 max 0 5 -0.0002 2 0.0461 5 0.0005 4 NC 5 NC 5 242 min -0.0662 3 -0.0009 5 -0.0001 1 0 1 NC 1 NC 1 243 2 max 0 5 0 2 0.4139 5 0.0027 4 NC 5 NC 3 244 min -0.0656 3 -0.0005 1 -0.0012 1 0 1 NC 1 947.6593 5 245 3 max 0 5 0 2 0.552 5 0.0036 5 NC 5 NC 3 246 min -0.0653 3 -0.0004 5 -0.0016 3 0 3 NC 1 689.3754 5 247 4 max 0 5 0 4 0.4177 5 0.0026 4 NC 5 NC 3 248 min -0.0656 3 -0.0005 3 -0.0013 3 0 3 NC 1 940.7818 5 249 5 max 0 5 0.0002 2 0.0483 5 0.0005 4 NC 5 NC 5 250 min -0.0663 3 -0.0009 5 -0.0001 3 0 3 NC 1 NC 1 251 M26 1 max 0 4 -0.0001 2 0.0088 4 0.0004 4 NC 5 NC 5 252 min -0.009 3 -0.0003 5 -0.0001 3 0 1 NC 1 NC 1 253 2 max 0 4 0 2 0.084 5 0.0031 5 NC 5 NC 3 254 min -0.0087 3 -0.0002 1 -0.0002 1 0 1 NC 1 4646.4076 5 255 3 max 0 5 0 2 0.1099 5 0.0044 5 NC 5 NC 3 256 min -0.0086 3 -0.0001 5 -0.0003 3 0 3 NC 1 3466.1965 5 257 4 max 0 5 0 4 0.0936 5 0.0031 5 NC 5 NC 3 258 min -0.0088 3 -0.0003 3 -0.0002 3 0 3 NC 1 4158.3654 5 259 5 max 0 5 0.0001 2 0.0102 5 0.0004 4 NC 5 NC 5 260 min -0.0092 3 -0.0004 5 0 1 0 3 NC 1 NC 1 261 M27 1 max 0 1 0.0004 4 0.0467 5 0.0005 5 NC 5 NC 5 262 min -0.0679 3 -0.0008 3 0 2 0 2 NC 1 NC 1 263 2 max 0 1 0 2 0.4175 5 0.0027 5 NC 5 NC 3 264 min -0.0672 3 -0.0005 5 0 2 0 2 NC 1 939.8772 5 265 3 max 0 1 0 2 0.5565 5 0.0037 5 NC 5 NC 3 266 min -0.0669 3 -0.0004 1 0 2 0 2 NC 1 684.0737 5 267 4 max 0 1 0 4 0.4213 5 0.0027 5 NC 5 NC 3 268 min -0.0672 3 -0.0005 3 0 2 0 2 NC 1 933.1028 5 269 5 max 0 1 0.0004 4 0.0489 5 0.0005 5 NC 5 NC 5 270 min -0.0679 3 -0.0005 1 0 2 0 2 NC 1 NC 1 271 M28 1 max 0 4 0.0001 4 0.009 5 0.0004 5 NC 5 NC 5 272 min -0.0095 3 -0.0003 3 0 2 0 2 NC 1 NC 1 273 2 max 0 4 0 2 0.0846 5 0.0031 5 NC 5 NC 3 274 min -0.0092 3 -0.0002 5 0 2 0 2 NC 1 4626.5015 5 275 3 max 0 1 0 2 0.1107 5 0.0044 5 NC 5 NC 3 276 min -0.009 3 -0.0001 1 0 2 0 2 NC 1 3447.7991 5 277 4 max 0 1 0 4 0.0942 5 0.0031 5 NC 5 NC 3 278 min -0.0094 3 -0.0003 3 0 2 0 2 NC 1 4139.0208 5 279 5 max 0 1 0.0001 4 0.0105 5 0.0004 5 NC 5 NC 5 280 min -0.0097 3 -0.0002 1 0 2 0 2 NC 1 NC 1 281 M29 1 max 0 5 0 5 0 5 0.001 5 NC 5 NC 5 282 min 0 1 0 1 0 1 0 3 NC 1 NC 1 283 2 max 0.0002 2 0.0002 1 0.0101 3 0.0011 5 NC 5 NC 5 284 min -0.0002 5 -0.0815 5 0 5 0 3 NC 1 NC 1 285 3 max 0.0003 2 0.0004 3 0.0278 3 0.002 5 NC 5 NC 5 286 min -0.0003 5 -0.1623 5 0 1 0 3 NC 1 4969.342 3 287 4 max 0.0004 2 0.0006 3 0.0511 3 0.0029 5 NC 5 NC 5 288 min -0.0004 5 -0.2415 5 0 1 0 3 NC 1 2701.9577 3 289 5 max 0.0005 2 0.001 3 0.0657 3 0.0038 5 NC 5 NC 5 130 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 47 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 290 min -0.0005 5 -0.3163 5 0 5 0 3 NC 1 2099.2742 3 291 M30 1 max 0 5 0 5 0 5 0.001 5 NC 5 NC 5 292 min 0 1 0 1 0 1 0 2 NC 1 NC 1 293 2 max 0.0002 2 0 2 0.0107 3 0.0012 5 NC 5 NC 5 294 min -0.0002 1 -0.0821 5 0 1 0 2 NC 1 NC 1 295 3 max 0.0003 2 0 2 0.0287 3 0.002 5 NC 5 NC 5 296 min -0.0003 1 -0.1634 5 0 5 0 2 NC 1 4802.8962 3 297 4 max 0.0004 2 0 2 0.0525 3 0.0029 5 NC 5 NC 5 298 min -0.0004 1 -0.2433 5 0 4 0 2 NC 1 2630.4848 3 299 5 max 0.0005 2 0 2 0.0674 3 0.0038 5 NC 5 NC 5 300 min -0.0005 1 -0.3192 5 0 1 0 2 NC 1 2048.3547 3 301 M31 1 max 0 5 0 5 0 5 0 2 NC 5 NC 5 302 min 0 1 0 1 0 1 -0.0001 5 NC 1 NC 1 303 2 max 0 2 0 2 0.0118 3 0 2 NC 5 NC 5 304 min -0.0001 1 -0.1505 5 0 1 -0.0001 5 NC 1 NC 1 305 3 max 0 2 0 2 0.0307 3 0 2 NC 3 NC 5 306 min -0.0002 1 -0.2933 5 0 1 -0.0001 5 8765.4137 5 4304.1 3 307 4 max 0 2 0 2 0.0535 3 0 2 NC 5 NC 5 308 min -0.0003 1 -0.4295 5 0 1 -0.0001 5 NC 1 2468.9894 3 309 5 max 0 2 0 2 0.0669 3 0 1 NC 5 NC 5 310 min -0.0004 1 -0.5565 5 0 1 0 5 NC 1 1972.116 3 311 M32 1 max 0 5 0 5 0 5 0.0004 5 NC 5 NC 5 312 min 0 1 0 1 0 1 0 1 NC 1 NC 1 313 2 max 0 4 0.0003 3 0.0105 3 0.0005 5 NC 5 NC 5 314 min -0.0002 3 -0.1318 5 0 5 0 1 NC 1 NC 1 315 3 max 0 4 0.0007 3 0.0285 3 0.001 5 NC 5 NC 5 316 min -0.0002 3 -0.2579 5 0 5 0 1 NC 1 4732.0145 3 317 4 max 0 4 0.001 3 0.0516 3 0.0015 5 NC 5 NC 5 318 min -0.0003 3 -0.3791 5 0 5 0 1 NC 1 2617.1569 3 319 5 max 0 4 0.0014 3 0.0654 3 0.002 5 NC 5 NC 5 320 min -0.0004 3 -0.4925 5 0 5 0 1 NC 1 2063.8573 3 321 M33 1 max 0 5 0 5 0 5 0.0004 5 NC 5 NC 5 322 min 0 1 0 1 0 1 0 2 NC 1 NC 1 323 2 max 0 4 0 2 0.011 3 0.0005 5 NC 5 NC 5 324 min -0.0002 3 -0.1327 5 0 1 0 2 NC 1 NC 1 325 3 max 0 4 0 2 0.0295 3 0.001 5 NC 5 NC 5 326 min -0.0002 3 -0.2598 5 0 1 0 2 NC 1 4580.3572 3 327 4 max 0 4 0 2 0.053 3 0.0015 5 NC 5 NC 5 328 min -0.0003 3 -0.3821 5 0 1 0 2 NC 1 2548.9116 3 329 5 max 0 4 0 2 0.067 3 0.002 5 NC 5 NC 5 330 min -0.0004 3 -0.4966 5 0 1 0 2 NC 1 2013.6707 3 331 M34 1 max 0 5 0 5 0 5 0 3 NC 5 NC 5 332 min 0 1 0 1 0 1 -0.0001 5 NC 1 NC 1 333 2 max 0 2 0.0004 3 0.0112 3 0 3 NC 5 NC 5 334 min -0.0001 5 -0.1494 5 0 5 -0.0001 5 NC 1 NC 1 335 3 max 0 2 0.0008 3 0.0297 3 0 3 NC 3 NC 5 336 min -0.0002 5 -0.2911 5 0 5 -0.0001 5 8727.8907 5 4444.393 3 337 4 max 0 2 0.0012 3 0.0521 3 0 3 NC 5 NC 5 338 min -0.0003 5 -0.4262 5 0 5 -0.0001 5 NC 1 2535.0655 3 339 5 max 0 2 0.0016 3 0.0653 3 0 3 NC 5 NC 5 340 min -0.0004 5 -0.552 5 0 5 0 5 NC 1 2021.3345 3 341 M35 1 max 0 5 0 5 0 5 0 2 NC 5 NC 5 342 min 0 1 0 1 0 1 -0.0009 5 NC 1 NC 1 343 2 max 0 4 0 2 0.0113 3 0 2 NC 5 NC 5 344 min -0.0004 3 -0.08 5 0 4 -0.0011 5 NC 1 NC 1 131 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 48 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 345 3 max 0 4 0 2 0.0298 3 0 2 NC 5 NC 5 346 min -0.0005 3 -0.1604 5 0 1 -0.002 5 NC 1 4534.2788 3 347 4 max 0 4 0 2 0.0529 3 0 2 NC 5 NC 5 348 min -0.0007 3 -0.2399 5 0 1 -0.0029 5 NC 1 2552.7753 3 349 5 max 0 4 0 2 0.0674 3 0 2 NC 5 NC 5 350 min -0.0009 3 -0.3154 5 0 1 -0.0038 5 NC 1 2003.999 3 351 M36 1 max 0 5 0 5 0 5 0 3 NC 5 NC 5 352 min 0 1 0 1 0 1 -0.0004 5 NC 1 NC 1 353 2 max 0 2 0.0003 1 0.0112 3 0 3 NC 5 NC 5 354 min -0.0001 1 -0.1316 5 0 4 -0.0006 5 NC 1 NC 1 355 3 max 0 2 0.0007 1 0.0297 3 0 3 NC 5 NC 5 356 min -0.0002 1 -0.2571 5 0 1 -0.0011 5 NC 1 4441.8547 3 357 4 max 0 2 0.001 1 0.0521 3 0 3 NC 5 NC 5 358 min -0.0003 1 -0.3772 5 0 1 -0.0015 5 NC 1 2531.4994 3 359 5 max 0 2 0.0014 1 0.0654 3 0 3 NC 5 NC 5 360 min -0.0004 1 -0.4894 5 0 5 -0.002 5 NC 1 2018.0992 3 361 M37 1 max 0 5 0 5 0 5 0 2 NC 5 NC 5 362 min 0 1 0 1 0 1 -0.0004 5 NC 1 NC 1 363 2 max 0 2 0 2 0.0118 3 0 2 NC 5 NC 5 364 min -0.0001 5 -0.1325 5 0 4 -0.0006 5 NC 1 NC 1 365 3 max 0 2 0 2 0.0307 3 0 2 NC 5 NC 5 366 min -0.0002 5 -0.2591 5 0 4 -0.0011 5 NC 1 4301.1677 3 367 4 max 0 2 0 2 0.0535 3 0 2 NC 5 NC 5 368 min -0.0003 5 -0.3802 5 0 5 -0.0016 5 NC 1 2465.4724 3 369 5 max 0 2 0 2 0.067 3 0 2 NC 5 NC 5 370 min -0.0004 5 -0.4935 5 0 1 -0.0021 5 NC 1 1968.9532 3 371 M38 1 max 0 5 0 5 0 5 0 1 NC 5 NC 5 372 min 0 1 0 1 0 1 -0.0009 5 NC 1 NC 1 373 2 max 0 4 0.0002 3 0.0107 3 0 1 NC 5 NC 5 374 min -0.0004 3 -0.0794 5 0 4 -0.0011 5 NC 1 NC 1 375 3 max 0 4 0.0004 3 0.0288 3 0 1 NC 5 NC 5 376 min -0.0005 3 -0.1593 5 0 5 -0.002 5 NC 1 4688.1105 3 377 4 max 0 4 0.0006 1 0.0515 3 0 1 NC 5 NC 5 378 min -0.0007 3 -0.2381 5 -0.0001 5 -0.0029 5 NC 1 2621.8934 3 379 5 max 0 4 0.001 1 0.0657 3 0 1 NC 5 NC 5 380 min -0.0009 3 -0.3126 5 0 5 -0.0038 5 NC 1 2053.9634 3 Envelope Member Section Deflections - Strength No Data to Print... Envelope Beam Deflections Member Label Span Location [ft] y' [in] (n) L'/y' Ratio LC 1 M8 1 max 1.8333 -0.0012 NC 3 2 1 min 0 0 NC 1 3 2 max 19.25 0.0012 NC 5 4 2 min 10.0833 0 NC 1 5 3 max 22.9167 -0.0011 NC 3 6 3 min 20.1667 0 NC 1 7 4 max 31.1667 -0.001 NC 5 8 4 min 30.25 0 NC 1 9 5 max 44.9167 -0.0011 NC 4 10 5 min 40.3333 0 NC 1 11 6 max 58.6667 0.001 NC 4 12 6 min 50.4167 0 NC 1 132 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 49 Envelope Beam Deflections (Continued) Member Label Span Location [ft] y' [in] (n) L'/y' Ratio LC 13 7 max 65.0833 0.0011 NC 4 14 7 min 60.5 -0.0001 NC 1 15 8 max 70.5833 -0.001 NC 4 16 8 min 70.5833 0 NC 1 17 9 max 81.5833 -0.0011 NC 1 18 9 min 79.75 -0.0002 NC 1 19 M9 1 max 7.3333 -0.0011 NC 1 20 1 min 0 0 NC 1 21 2 max 12.8333 -0.0011 NC 1 22 2 min 10.0833 0 NC 1 23 3 max 22.9167 -0.0011 NC 3 24 3 min 20.1667 0 NC 1 25 4 max 33 -0.0011 NC 3 26 4 min 30.25 0 NC 1 27 5 max 43.0833 -0.0011 NC 3 28 5 min 40.3333 0 NC 1 29 6 max 53.1667 -0.0012 NC 3 30 6 min 50.4167 0 NC 1 31 7 max 63.25 -0.0012 NC 4 32 7 min 60.5 -0.0001 NC 1 33 8 max 77.9167 0.0011 NC 5 34 8 min 70.5833 0 NC 1 35 9 max 79.75 -0.001 NC 5 36 9 min 79.75 -0.0001 NC 1 37 M23 1 max 1.8333 -0.0012 NC 1 38 1 min 0 0 NC 1 39 2 max 13.75 0.001 NC 4 40 2 min 10.0833 0 NC 1 41 3 max 22.9167 -0.0011 NC 1 42 3 min 20.1667 0 NC 1 43 4 max 31.1667 -0.001 NC 5 44 4 min 30.25 0 NC 1 45 5 max 44.9167 -0.0011 NC 4 46 5 min 40.3333 0 NC 1 47 6 max 51.3333 -0.001 NC 4 48 6 min 50.4167 0 NC 1 49 7 max 65.0833 0.0011 NC 4 50 7 min 60.5 -0.0001 NC 1 51 8 max 70.5833 -0.001 NC 4 52 8 min 70.5833 0 NC 1 53 9 max 80.6667 0.001 NC 4 54 9 min 79.75 -0.0002 NC 1 55 M24 1 max 9.1667 0.0011 NC 4 56 1 min 0 0 NC 1 57 2 max 16.5 0.001 NC 5 58 2 min 10.0833 0 NC 1 59 3 max 29.3333 0.001 NC 4 60 3 min 20.1667 0 NC 1 61 4 max 34.8333 -0.0011 NC 5 62 4 min 30.25 0 NC 1 63 5 max 46.75 0.0011 NC 4 64 5 min 40.3333 0 NC 1 65 6 max 57.75 0.0012 NC 5 66 6 min 50.4167 0 NC 1 67 7 max 63.25 -0.0011 NC 4 133 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 50 Envelope Beam Deflections (Continued) Member Label Span Location [ft] y' [in] (n) L'/y' Ratio LC 68 7 min 60.5 -0.0001 NC 1 69 8 max 75.1667 -0.0011 NC 5 70 8 min 70.5833 0 NC 1 71 9 max 82.5 -0.0011 NC 3 72 9 min 79.75 -0.0001 NC 1 73 M25 1 max 3.9271 -0.0012 NC 2 74 1 min 0 0 NC 1 75 2 max 9.3646 0 NC 5 76 2 min 4.8333 0 NC 1 77 3 max 14.5 0 NC 5 78 3 min 9.6667 0 NC 1 79 4 max 19.0312 0 NC 5 80 4 min 14.8021 0 NC 1 81 5 max 24.1667 0 NC 5 82 5 min 19.3333 0 NC 1 83 6 max 27.4896 0.001 NC 3 84 6 min 24.4688 0 NC 1 85 M26 1 max 0.9062 -0.0011 NC 2 86 1 min 0 0 NC 1 87 2 max 9.3646 0 NC 5 88 2 min 4.8333 0 NC 1 89 3 max 14.5 0 NC 5 90 3 min 9.6667 0 NC 1 91 4 max 19.0312 0 NC 5 92 4 min 14.8021 0 NC 1 93 5 max 22.9583 -0.001 NC 3 94 5 min 19.3333 0 NC 1 95 6 max 28.0938 0.001 NC 2 96 6 min 24.4688 0 NC 1 97 M27 1 max 1.2083 -0.001 NC 2 98 1 min 0 0 NC 1 99 2 max 9.3646 0 NC 5 100 2 min 4.8333 0 NC 1 101 3 max 14.5 0 NC 5 102 3 min 9.6667 0 NC 1 103 4 max 19.0312 0 NC 5 104 4 min 14.8021 0 NC 1 105 5 max 24.1667 0 NC 5 106 5 min 19.3333 0 NC 1 107 6 max 27.7917 0.001 NC 2 108 6 min 24.4688 0 NC 1 109 M28 1 max 0.9062 -0.0011 NC 2 110 1 min 0 0 NC 1 111 2 max 5.7396 0.001 NC 3 112 2 min 4.8333 0 NC 1 113 3 max 13.5938 -0.001 NC 3 114 3 min 9.6667 0 NC 1 115 4 max 15.4062 0.001 NC 2 116 4 min 14.8021 0 NC 1 117 5 max 23.2604 -0.001 NC 2 118 5 min 19.3333 0 NC 1 119 6 max 28.0938 0.001 NC 2 120 6 min 24.4688 0 NC 1 134 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 51 Envelope Beam Deflection Checks No Data to Print... Envelope AISC 15TH (360-16): ASD Member Steel Code Checks Member Shape Code Check Loc[ft]LCShear Check Loc[ft]DirLCPnc/om [k]Pnt/om [k]Mnyy/om [k-ft] Mnzz/om [k-ft]Cb Eqn 1 M1 HSS8X8X3 0.061 11.75 3 0.0512 11.75 z 3 124.9043 160.7784 30.8642 30.8642 1.9438 H1-1b 2 M2 HSS8X8X3 0.0838 2.8151 3 0.0214 11.75 z 3 124.9043 160.7784 30.8642 30.8642 1.9964 H1-1b 3 M3 HSS8X8X3 0.055 2.6927 3 0.0211 11.75 z 3 124.9043 160.7784 30.8642 30.8642 2.2062 H1-1b 4 M4 HSS8X8X3 0.0495 11.75 5 0.0491 11.75 z 3 124.9043 160.7784 30.8642 30.8642 1.8328 H1-1b 5 M5 HSS8X8X6 0.3175 0 3 0.0411 2.6927 z 3 267.6891 311.3772 73.3533 73.3533 3 H1-1b 6 M6 HSS8X8X6 0.424 0 3 0.0494 2.6927 z 3 267.6891 311.3772 73.3533 73.3533 2.0687 H1-1b 7 M7 HSS8X8X3 0.0422 2.6927 3 0.0107 11.75 z 3 124.9043 160.7784 30.8642 30.8642 2.2684 H1-1b 8 M8 HSS8X8X3 0.1598 9.1667 5 0.0887 70.5833 z 3 7.3325 160.7784 30.8642 30.8642 3 H1-1b* 9 M9 HSS8X8X3 0.1663 39.4167 3 0.0989 69.6667 z 3 7.3325 160.7784 30.8642 30.8642 2.1037 H1-1b 10 M10 HSS8X8X3 0.069 11.75 3 0.0549 11.75 z 3 124.9043 160.7784 30.8642 30.8642 1.9388 H1-1b 11 M11 HSS8X8X6 0.3722 0 3 0.0591 11.75 z 3 267.6891 311.3772 73.3533 73.3533 1.9532 H1-1b 12 M12 HSS8X8X3 0.0476 11.75 4 0.0642 11.75 z 3 124.9043 160.7784 30.8642 30.8642 1.8133 H1-1b 13 M13 HSS8X8X6 0.3609 0 3 0.0577 11.5 z 3 269.3983 311.3772 73.3533 73.3533 1.9938 H1-1b 14 M14 HSS8X8X3 0.0601 11.5 3 0.0499 11.5 z 3 125.406 160.7784 30.8642 30.8642 1.9885 H1-1b 15 M15 HSS8X8X3 0.0791 2.5156 3 0.0196 11.5 z 3 125.406 160.7784 30.8642 30.8642 2.6959 H1-1b 16 M16 HSS8X8X3 0.0541 2.3958 3 0.022 11.5 z 3 125.406 160.7784 30.8642 30.8642 2.1234 H1-1b 17 M17 HSS8X8X3 0.0489 11.5 5 0.0463 11.5 z 3 125.406 160.7784 30.8642 30.8642 1.883 H1-1b 18 M18 HSS8X8X6 0.3078 0 3 0.0401 2.3958 z 3 269.3983 311.3772 73.3533 73.3533 3 H1-1b 19 M19 HSS8X8X6 0.4098 0 3 0.0479 2.3958 z 3 269.3983 311.3772 73.3533 73.3533 2.1831 H1-1b 20 M20 HSS8X8X3 0.0431 2.3958 3 0.0125 11.5 z 3 125.406 160.7784 30.8642 30.8642 2.2447 H1-1b 21 M21 HSS8X8X3 0.0471 11.5 4 0.0603 11.5 z 3 125.406 160.7784 30.8642 30.8642 1.8624 H1-1b 22 M22 HSS8X8X3 0.0673 11.5 3 0.0529 11.5 z 3 125.406 160.7784 30.8642 30.8642 1.9775 H1-1b 23 M23 HSS8X8X3 0.1587 9.1667 5 0.086 70.5833 z 3 7.3325 160.7784 30.8642 30.8642 3 H1-1b* 24 M24 HSS8X8X3 0.155 39.4167 3 0.0991 69.6667 z 3 7.3325 160.7784 30.8642 30.8642 2.1052 H1-1b 25 M25 HSS8X8X3 0.1425 19.3333 5 0.0929 0 z 5 67.0838 160.7784 30.8642 30.8642 1.9681 H1-1b 26 M26 HSS8X8X3 0.0658 24.1667 5 0.0886 4.5312 z 5 67.0838 160.7784 30.8642 30.8642 1.8293 H1-1b 27 M27 HSS8X8X3 0.1436 19.3333 5 0.0914 0 z 4 67.0838 160.7784 30.8642 30.8642 1.454 H1-1b 28 M28 HSS8X8X3 0.0684 4.8333 3 0.0878 4.5312 z 4 67.0838 160.7784 30.8642 30.8642 1.9418 H1-1b 29 M29 HSS8X8X3 0.0667 11.5 3 0.0656 11.5 y 5 125.406 160.7784 30.8642 30.8642 2.2078 H1-1b 30 M30 HSS8X8X3 0.068 11.5 3 0.0659 11.5 y 5 125.406 160.7784 30.8642 30.8642 2.2062 H1-1b 31 M31 HSS8X8X3 0.0714 11 3 0.0201 1.9479 y 5 126.3816 160.7784 30.8642 30.8642 1.3694 H1-1b 32 M32 HSS8X8X3 0.0712 11.25 3 0.0391 11.25 y 5 125.8985 160.7784 30.8642 30.8642 1.1152 H1-1b 33 M33 HSS8X8X3 0.0725 11.25 3 0.0394 11.25 y 5 125.8985 160.7784 30.8642 30.8642 1.1113 H1-1b 34 M34 HSS8X8X3 0.0702 11 3 0.02 1.9479 y 5 126.3816 160.7784 30.8642 30.8642 1.3783 H1-1b 35 M35 HSS8X8X3 0.0686 11.25 3 0.0679 11.25 y 5 125.8985 160.7784 30.8642 30.8642 2.2034 H1-1b 36 M36 HSS8X8X3 0.0704 11 3 0.0385 11 y 5 126.3816 160.7784 30.8642 30.8642 1.1692 H1-1b 37 M37 HSS8X8X3 0.0717 11 3 0.0387 11 y 5 126.3816 160.7784 30.8642 30.8642 1.1681 H1-1b 38 M38 HSS8X8X3 0.0673 11.25 3 0.0675 11.25 y 5 125.8985 160.7784 30.8642 30.8642 2.2064 H1-1b Envelope AISI S100-16: ASD Member Cold Formed Steel Code Checks No Data to Print... Envelope AWC NDS-18: ASD Member Wood Code Checks No Data to Print... Envelope Concrete Beam Design Results No Data to Print... 135 Company Designer Job Number Model Name : : : : SCSE A Carver 21-014 Joey Newport Mechanical Screen Checked By : __________ RISA-3D Version 19 [ MECH SCREEN.r3d ]Page 52 Envelope Concrete Column Design Results No Data to Print... Envelope AA ADM1-15: ASD - BUILDING Member Aluminum Code Checks No Data to Print... Envelope AISC 14TH (360-10): ASD Member Stainless Steel Code Checks No Data to Print... Envelope Plate Principal Stresses No Data to Print... Envelope Plate Forces (per ft) No Data to Print... Envelope Plate/Shell Corner Forces No Data to Print... Envelope Solid Stresses No Data to Print... Envelope Solid Principal Stresses No Data to Print... Envelope Solid Corner Forces No Data to Print... Envelope Wall Panel Forces No Data to Print... Frequencies and Participation No Data to Print... 136 137 Design Method Allowable Stress Design (ASD) Connection Type Lateral loading Fastener Type Lag Screw Loading Scenario Single Shear Main Member Type Douglas Fir-Larch (North) Main Member Thickness 3.5 in. Main Member: Angle of Load to Grain 90 Side Member Type Steel Side Member Thickness 1/4 in. Side Member: Angle of Load to Grain 0 Washer Thickness 0 in. Nominal Diameter 1/2 in. Length 3 in. Load Duration Factor C_D = 1.0 Wet Service Factor C_M = 1.0 End Grain Factor C_eg = 1.0 Temperature Factor C_t = 1.0 Connection Yield Modes Im 552 lbs. Is 1614 lbs. II 295 lbs. IIIm 336 lbs. IIIs 318 lbs. IV 324 lbs. Adjusted ASD Capacity 295 lbs. Lag Screw bending yield strength of 45000 psi is assumed. The Adjusted ASD Capacity is only applicable for lag screws with adequate end distance, edge distance and spacing per NDS chapter 11. ASTM A36 Steel is assumed for steel side members 1/4 in. thick, and ASTM A653 Grade 33 Steel is assumed for steel side members less than 1/4 in. thick. While every effort has been made to insure the accuracy of the information presented, and special effort has been made to assure that the information reflects the state-of-the-art, neither the American Wood Council nor its members assume any responsibility for any particular design prepared from this on-line Connection Calculator. Those using this on-line Connection Calculator assume all liability from its use. The Connection Calculator was designed and created by Cameron Knudson, Michael Dodson and David Pollock at Washington State University. Support for development of the Connection Calculator was provided by American Wood Council. Connection Calculator https://www.awc.org/calculators/connectioncalc.160106/ccstyle.asp?des... 1 of 1 10/19/2021, 10:00 AM 138 139 SCSE A Carver SK-1 Oct 19, 2021 OP WINDOW HEADER.r3d 140 Detail Report:M1 Unity Check:0.1238 (axial/bending)Load Combination:LC 1: 0.6W y z y z x Input Data: Shape: Member Type: Length (ft): Material Type: Design Rule: Number of Internal Sections: HSS7X7X6 Beam 22 Hot Rolled Steel Typical 97 I Node: J Node: I Release: J Release: I Offset (in): J Offset (in): N1 N2 Fixed Fixed N/A N/A Material Properties: Material:A500 Gr.C RECT Therm. Coeff.(1e⁵°F⁻¹):0.65 Ry :1.4 E (ksi):29000 Density(k/ft³):0.527 F u (ksi):62 G(ksi):11154 F y (ksi):50 Rt:1.3 Nu:0.3 Shape Properties: d(in):7 Iyy (in⁴):65 Area (in²):8.97 bf (in):7 Izz (in⁴):65 J (in⁴):105 t(in):0.349 Design Properties: L b y-y (ft):N/A L b z-z (ft):N/A L comp top (ft):Lbyy L comp bot (ft):N/A L torque (ft):N/A K y-y:1 K z-z:1 y sway:No z sway:No Function:Lateral Seismic DR:None Max Defl Ratio:L/2300 Max Defl Location:11 Span:1 N1 N2 M1 Diagrams: -0.1147 at 11 ft y Deflection ( )in 0.2796 at 11 ft z Deflection ( )in Axial Force ( )kips 0.3611 at 0 ft -0.3611 at 22 ft y Shear Force ( )kips 0.88 at 22 ft -0.88 at 0 ft z Shear Force ( )kips RISA-3D Version 19 [ OP WINDOW HEADER.r3d ]Page 1 Company Designer Job Number Model Name : : : : SCSE A Carver Checked By : __________ 141 Torsion ( )kip-ft -1.9861 at 11 ft z-z Moment ( )kip-ft -4.84 at 11 ft y-y Moment ( )kip-ft Axial Stress ( )ksi 4.4107 at 11 ft Bending Compression Stress ( )ksi -4.4107 at 11 ft Bending Tension Stress ( )ksi AISC 15th (360-16): ASD Code Check Limit State Required Available Unity Check Result Applied Loading - Bending/Axial Applied Loading - Shear + Torsion - - -- Axial Tension Analysis 0.0000 k 268.5629 k -- Axial Compression Analysis 0.0000 k 132.9323 k -- Flexural Analysis (Strong Axis)1.9861 k-ft 55.1397 k-ft -- Flexural Analysis (Weak Axis)4.84 k-ft 55.1397 k-ft -- Shear Analysis (Major Axis y)0.3611 k 74.6442 k 0.0048 Pass Shear Analysis (Minor Axis z)0.88 k 74.6442 k 0.0118 Pass Bending & Axial Interaction Check (UC Bending Max)- - 0.1238 Pass Torsional Analysis 0.0000 k-ft 45.9766 k-ft 0.0000 Pass RISA-3D Version 19 [ OP WINDOW HEADER.r3d ]Page 2 Company Designer Job Number Model Name : : : : SCSE A Carver Checked By : __________ 142 143 144 145 <Licensed Company> acarver SK-1 Oct 19, 2021 PATIO COVER 10 cols.r3d 146 <Licensed Company> acarver SK-2 Oct 19, 2021 PATIO COVER 10 cols.r3d 147 <Licensed Company> acarver SK-3 Oct 19, 2021 PATIO COVER 10 cols.r3d 148 <Licensed Company> acarver SK-4 Oct 19, 2021 PATIO COVER 10 cols.r3d 149 <Licensed Company> acarver SK-6 Oct 19, 2021 PATIO COVER 10 cols.r3d 150 <Licensed Company> acarver SK-7 Oct 19, 2021 PATIO COVER 10 cols.r3d 151 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 1 Node Coordinates Label X [ft] Y [ft] Z [ft] Detach From Diaphragm 1 N1 3.33 0 2.17 2 N2 3.33 0 21.5 3 N3 3.33 0 65.83 4 N4 3.33 0 86.83 5 N5 25 0 65.83 6 N6 25 0 2.17 7 N7 25 0 21.5 8 N8 25 0 86.83 9 N9 3.33 15 65.83 10 N10 3.33 15 2.17 11 N11 25 15 86.83 12 N12 3.33 15 21.5 13 N13 25 15 21.5 14 N14 25 15 2.17 15 N15 25 15 65.83 16 N16 3.33 15 86.83 17 N20 20.83 15 65.83 18 N24 15.084 15 65.83 19 N26 3.33 0 41.5 20 N27 25 0 41.5 21 N28 3.33 15 41.5 22 N29 25 15 41.5 23 N31 -5.17 15 2.17 24 N32 -5.17 15 21.5 25 N33 -5.17 15 65.83 26 N34 -5.17 15 86.83 27 N35 -5.17 15 41.5 28 N36 28 15 86.83 29 N37 28 15 65.83 30 N38 28 15 21.5 31 N39 28 15 2.17 32 N41 28 15 41.5 33 N42 -5.17 15 89.83 34 N43 25 15 89.83 35 N44 20.83 15 89.83 36 N45 15.084 15 89.83 37 N46 3.33 15 89.83 38 N47 28 15 89.83 39 N48 3.33 15 -0.83 40 N49 28 15 -0.83 41 N50 25 15 -0.83 42 N51 20.83 15 -0.83 43 N52 9.33 15 -0.83 44 N53 -5.17 15 -0.83 45 N63 20.83 15 21.5 46 N65 3.33 15 51.5 47 N66 3.33 15 61.5 48 N67 3.33 15 31.5 49 N68 3.33 15 11.5 50 N70 25 15 11.5 51 N71 25 15 51.5 52 N72 25 15 61.5 53 N73 25 15 31.5 54 N74 20.83 15 11.5 55 N76 20.83 15 61.5 152 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 2 Node Coordinates (Continued) Label X [ft] Y [ft] Z [ft] Detach From Diaphragm 56 N78 9.33 15 11.5 57 N80 15.084 15 61.5 58 N82 20.83 15 41.5 59 N83 20.83 15 51.5 60 N85 20.83 15 31.5 61 N64 20.83 15 2.17 62 N75 20.83 15 86.83 63 N87 9.33 15 89.83 64 N88 9.33 15 61.5 65 N89 3.33 15 70.83 66 N90 3.33 15 82.83 67 N91 25 15 70.83 68 N92 25 15 82.83 69 N93 15.084 15 86.83 70 N94 9.33 15 86.83 71 N95 9.33 15 65.83 72 N96 20.83 15 70.83 73 N97 20.83 15 82.83 74 N98 15.084 15 70.83 75 N99 15.084 15 82.83 76 N100 9.33 15 70.83 77 N101 9.33 15 82.83 78 N102 13.084 15 70.83 79 N103 13.084 15 82.83 80 N104 20.83 15 79.08 81 N105 9.33 15 79.08 82 N106 20.83 15 74.58 83 N107 9.33 15 74.58 84 N108 17.084 15 70.83 85 N109 17.084 15 82.83 86 N110 -0.92 15 -0.83 87 N111 -0.92 15 89.83 88 N112 -0.92 15 21.5 89 N113 -0.92 15 86.83 90 N114 -0.92 15 41.5 91 N115 -0.92 15 2.17 92 N116 -0.92 15 65.83 93 N119 15.08 15 -0.83 94 N120 15.08 15 11.5 95 N121 9.33 15 2.17 96 N122 15.08 15 2.17 Node Boundary Conditions Node Label X [k/in] Y [k/in] Z [k/in] X Rot [k-ft/rad] Y Rot [k-ft/rad] Z Rot [k-ft/rad] 1 N4 Reaction Reaction Reaction Reaction Reaction Reaction 2 N3 Reaction Reaction Reaction Reaction Reaction Reaction 3 N2 Reaction Reaction Reaction Reaction Reaction Reaction 4 N1 Reaction Reaction Reaction Reaction Reaction Reaction 5 N6 Reaction Reaction Reaction Reaction Reaction Reaction 6 N7 Reaction Reaction Reaction Reaction Reaction Reaction 7 N5 Reaction Reaction Reaction Reaction Reaction Reaction 8 N8 Reaction Reaction Reaction Reaction Reaction Reaction 9 N26 Reaction Reaction Reaction Reaction Reaction Reaction 10 N27 Reaction Reaction Reaction Reaction Reaction Reaction 153 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 3 Hot Rolled Steel Properties Label E [ksi]G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] Yield [ksi] Ry Fu [ksi] Rt 1 A992 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 0.3 0.65 0.49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 0.3 0.65 0.527 42 1.4 58 1.3 5 A500 Gr.B RECT 29000 11154 0.3 0.65 0.527 46 1.4 58 1.3 6 A500 Gr.C RND 29000 11154 0.3 0.65 0.527 46 1.4 62 1.3 7 A500 Gr.C RECT 29000 11154 0.3 0.65 0.527 50 1.4 62 1.3 8 A53 Gr.B 29000 11154 0.3 0.65 0.49 35 1.6 60 1.2 9 A1085 29000 11154 0.3 0.65 0.49 50 1.4 65 1.3 10 A913 Gr.65 29000 11154 0.3 0.65 0.49 65 1.1 80 1.1 Cold Formed Steel Properties Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] Yield [ksi] Fu [ksi] 1 A653 SS Gr33 29500 11346 0.3 0.65 0.49 33 45 2 A653 SS Gr50/1 29500 11346 0.3 0.65 0.49 50 65 Wood Properties Label Type Database Species Grade Cm EmodNu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] 1 DF Solid Sawn Visually Graded Douglas Fir-Larch No.1 1 0.3 0.3 0.035 2 SP Solid Sawn Visually Graded Southern Pine No.1 1 0.3 0.3 0.035 3 HF Solid Sawn Visually Graded Hem-Fir No.1 1 0.3 0.3 0.035 4 SPF Solid Sawn Visually Graded Spruce-Pine-fir No.1 1 0.3 0.3 0.035 5 24F-1.8E DF Balanced Glulam NDS Table 5A 24F-1.8E_DF_BAL na 1 0.3 0.3 0.035 6 24F-1.8E DF Unbalanced Glulam NDS Table 5A 24F-1.8E_DF_UNBAL na 1 0.3 0.3 0.035 7 24F-1.8E SP Balanced Glulam NDS Table 5A 24F-1.8E_SP_BAL na 1 0.3 0.3 0.035 8 24F-1.8E SP Unbalanced Glulam NDS Table 5A 24F-1.8E_SP_UNBAL na 1 0.3 0.3 0.035 9 1.3E-1600F_VERSALAM SCL Boise Cascade 1.3E-1600F_VERSALAM na 1 0.3 0.3 0.035 10 1.35E LSL_SolidStart SCL Louisiana Pacific 1.35E LSL_SolidStart na 1 0.3 0.3 0.035 11 1.3E_RIGIDLAM LVL SCL Roseburg Forest Products 1.3E_RIGIDLAM LVL na 1 0.3 0.3 0.035 12 2.0E_DF Parallam PSL SCL TrusJoist 2.0E_DF Parallam PSL na 1 0.3 0.3 0.035 13 LVL_PRL_1.5E_2250F Custom N/A LVL_PRL_1.5E_2250F na 1 0.3 0.3 0.035 14 LVL_Microlam_1.9E_2600F Custom N/A LVL_Microllam_1.9E_2600F na 1 0.3 0.3 0.035 15 PSL_Parallam_2.0E_2900F Custom N/A PSL_Parallam_2.0E_2900F na 1 0.3 0.3 0.035 16 LSL_TimberStrand_1.55E_2325F Custom N/A LSL_TimberStrand_1.55E_2325F na 1 0.3 0.3 0.035 Concrete Properties Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹]Density [k/ft³] f'c [ksi] Lambda Flex Steel [ksi]Shear Steel [ksi] 1 Conc3000NW 3156 1372 0.15 0.6 0.145 3 1 60 60 2 Conc3500NW 3409 1482 0.15 0.6 0.145 3.5 1 60 60 3 Conc4000NW 3644 1584 0.15 0.6 0.145 4 1 60 60 4 Conc3000LW 2085 907 0.15 0.6 0.11 3 0.75 60 60 5 Conc3500LW 2252 979 0.15 0.6 0.11 3.5 0.75 60 60 6 Conc4000LW 2408 1047 0.15 0.6 0.11 4 0.75 60 60 Masonry Properties Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Self Weight [k/ft³] f'm [ksi] Flex Steel [ksi] Shear Steel [ksi] 1 Concrete Matl 1350 540 0.25 0.6 Custom 1.5 60 60 2 Clay Matl 1050 420 0.25 0.6 Custom 1.5 60 60 3 Gen Masonry 1050 420 0.25 0.6 0.08 1.5 60 60 154 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 4 Aluminum Properties Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹]Density [k/ft³] Table B.4 kt Ftu [ksi]Fty [ksi]Fcy [ksi]Fsu [ksi] Ct 1 3003-H14 10100 3787.5 0.33 1.3 0.173 Table B.4-1 1 19 16 13 12 141 2 6061-T6 10100 3787.5 0.33 1.3 0.173 Table B.4-2 1 38 35 35 24 141 3 6063-T5 10100 3787.5 0.33 1.3 0.173 Table B.4-2 1 22 16 16 13 141 4 6063-T6 10100 3787.5 0.33 1.3 0.173 Table B.4-2 1 30 25 25 19 141 5 5052-H34 10200 3787.5 0.33 1.3 0.173 Table B.4-1 1 34 26 24 20 141 6 6061-T6 W 10100 3787.5 0.33 1.3 0.173 Table B.4-1 1 24 15 15 15 141 Stainless Steel Properties Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] n Yield [ksi] Fu [ksi] 1 A276 S316 28000 10780 0.3 0.93 0.5 5.6 30 75 2 A276 S321 29000 11165 0.3 0.73 0.48 5.6 65 94 3 A276 S304 28000 10780 0.3 0.93 0.49 5.6 30 75 General Materials Properties Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] Plate Methodology 1 gen_Conc3NW 3155 1372 0.15 0.6 0.145 Isotropic 2 gen_Conc4NW 3644 1584 0.15 0.6 0.145 Isotropic 3 gen_Conc3LW 2085 906 0.15 0.6 0.11 Isotropic 4 gen_Conc4LW 2408 1047 0.15 0.6 0.11 Isotropic 5 gen_Alum 10100 4077 0.3 1.29 0.173 Isotropic 6 gen_Steel 29000 11154 0.3 0.65 0.49 Isotropic 7 gen_Plywood 1800 38 0 0.3 0.035 Isotropic 8 RIGID 1e+6 0.3 0 0 Isotropic 9 gen_Ortho N/A N/A N/A 0.65 0.49 Orthotropic Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rule Area [in²] Iyy [in⁴] Izz [in⁴] J [in⁴] 1 HR1 W10X33 Beam Wide Flange A992 Typical 9.71 36.6 171 0.583 Member Primary Data Label I Node J Node Section/Shape Type Design List Material Design Rule 1 M1 N4 N16 HSS10X10X10 Column Tube A500 Gr.C RECT Typical 2 M2 N8 N11 HSS10X10X10 Column Tube A500 Gr.C RECT Typical 3 M3 N3 N9 HSS10X10X10 Column Tube A500 Gr.C RECT Typical 4 M4 N5 N15 HSS10X10X10 Column Tube A500 Gr.C RECT Typical 5 M5 N2 N12 HSS10X10X10 Column Tube A500 Gr.C RECT Typical 6 M6 N7 N13 HSS10X10X10 Column Tube A500 Gr.C RECT Typical 7 M7 N1 N10 HSS10X10X10 Column Tube A500 Gr.C RECT Typical 8 M8 N6 N14 HSS10X10X10 Column Tube A500 Gr.C RECT Typical 9 M9 N16 N9 HSS10X10X6 Column Tube A500 Gr.C RECT Typical 10 M10 N9 N28 HSS10X10X6 Column Tube A500 Gr.C RECT Typical 11 M11 N12 N10 HSS10X10X6 Column Tube A500 Gr.C RECT Typical 12 M12 N31 N39 HSS10X10X6 Column Tube A500 Gr.C RECT Typical 13 M13 N14 N13 HSS10X10X6 Column Tube A500 Gr.C RECT Typical 14 M14 N13 N29 HSS10X10X6 Column Tube A500 Gr.C RECT Typical 15 M15 N15 N11 HSS10X10X6 Column Tube A500 Gr.C RECT Typical 16 M16 N36 N34 HSS10X10X6 Column Tube A500 Gr.C RECT Typical 17 M17 N33 N37 HSS10X10X6 Column Tube A500 Gr.C RECT Typical 18 M18 N32 N38 HSS10X10X6 Column Tube A500 Gr.C RECT Typical 155 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 5 Member Primary Data (Continued) Label I Node J Node Section/Shape Type Design List Material Design Rule 19 M19 N64 N74 HSS10X2X4 Column Tube A500 Gr.C RECT Typical 20 M20 N76 N20 HSS10X2X4 Column Tube A500 Gr.C RECT Typical 21 M21 N97 N96 HSS10X6X6 Column Tube A500 Gr.C RECT Typical 22 M22 N121 N78 HSS10X2X4 Column Tube A500 Gr.C RECT Typical 23 M23 N24 N80 HSS10X2X4 Column Tube A500 Gr.C RECT Typical 24 M24 N99 N93 HSS10X2X4 Column Tube A500 Gr.C RECT Typical 25 M25 N26 N28 HSS10X10X10 Column Tube A500 Gr.C RECT Typical 26 M26 N27 N29 HSS10X10X10 Column Tube A500 Gr.C RECT Typical 27 M27 N35 N41 HSS10X10X6 Column Tube A500 Gr.C RECT Typical 28 M28 N33 N35 HSS10X6X6 Column Tube A500 Gr.C RECT Typical 29 M29 N32 N53 HSS10X6X6 Column Tube A500 Gr.C RECT Typical 30 M30 N42 N33 HSS10X6X6 Column Tube A500 Gr.C RECT Typical 31 M31 N49 N38 HSS10X6X6 Column Tube A500 Gr.C RECT Typical 32 M32 N38 N41 HSS10X6X6 Column Tube A500 Gr.C RECT Typical 33 M33 N37 N47 HSS10X6X6 Column Tube A500 Gr.C RECT Typical 34 M34 N47 N42 HSS10X6X6 Column Tube A500 Gr.C RECT Typical 35 M35 N53 N49 HSS10X6X6 Column Tube A500 Gr.C RECT Typical 36 M36 N65 N71 HSS10X6X6 Column Tube A500 Gr.C RECT Typical 37 M37 N66 N72 HSS10X6X6 Column Tube A500 Gr.C RECT Typical 38 M38 N67 N73 HSS10X6X6 Column Tube A500 Gr.C RECT Typical 39 M39 N68 N70 HSS10X6X6 Column Tube A500 Gr.C RECT Typical 40 M40 N76 N83 HSS10X6X6 Column Tube A500 Gr.C RECT Typical 41 M41 N63 N74 HSS10X6X6 Column Tube A500 Gr.C RECT Typical 42 M42 N83 N82 HSS10X6X6 Beam Tube A992 Typical 43 M43 N82 N85 HSS10X6X6 Beam Tube A992 Typical 44 M44 N85 N63 HSS10X6X6 Beam Tube A992 Typical 45 M45 N89 N91 HSS10X6X6 Column Tube A500 Gr.C RECT Typical 46 M46 N90 N92 HSS10X6X6 Column Tube A500 Gr.C RECT Typical 47 M47 N101 N100 HSS10X6X6 Column Tube A500 Gr.C RECT Typical 48 M48 N98 N24 HSS10X2X4 Beam Tube A992 Typical 49 M49 N103 N105 HSS10X2X4 Beam Tube A992 Typical 50 M50 N107 N102 HSS10X2X4 Beam Tube A992 Typical 51 M51 N108 N106 HSS10X2X4 Beam Tube A992 Typical 52 M52 N104 N109 HSS10X2X4 Beam Tube A992 Typical 53 M53 N112 N115 HSS10X6X6 Column Tube A500 Gr.C RECT Typical 54 M54 N116 N114 HSS10X6X6 Column Tube A500 Gr.C RECT Typical 55 M55 N113 N116 HSS10X6X6 Column Tube A500 Gr.C RECT Typical 56 M56 N122 N120 HSS10X2X4 Column Tube A500 Gr.C RECT Typical 57 M57 N35 N32 HSS10X6X6 Column Tube A500 Gr.C RECT Typical 58 M58 N114 N112 HSS10X6X6 Column Tube A500 Gr.C RECT Typical 59 M59 N28 N12 HSS10X10X6 Column Tube A500 Gr.C RECT Typical 60 M60 N29 N15 HSS10X10X6 Column Tube A500 Gr.C RECT Typical 61 M61 N41 N37 HSS10X6X6 Column Tube A500 Gr.C RECT Typical 62 M62 N95 N88 HSS10X2X4 Beam Tube A992 Typical 63 M63 N87 N94 HSS10X2X4 Beam Tube A500 Gr.C RECT Typical 64 M64 N94 N101 HSS10X2X4 Beam Tube A500 Gr.C RECT Typical 65 M65 N45 N93 HSS10X2X4 Beam Tube A500 Gr.C RECT Typical 66 M66 N44 N75 HSS10X2X4 Beam Tube A500 Gr.C RECT Typical 67 M67 N111 N113 HSS10X2X4 Beam Tube A500 Gr.C RECT Typical 68 M68 N100 N95 HSS10X2X4 Beam Tube A500 Gr.C RECT Typical 69 M69 N96 N20 HSS10X2X4 Beam Tube A500 Gr.C RECT Typical 70 M70 N115 N110 HSS10X2X4 Beam Tube A500 Gr.C RECT Typical 71 M71 N121 N52 HSS10X2X4 Beam Tube A500 Gr.C RECT Typical 72 M72 N122 N119 HSS10X2X4 Beam Tube A500 Gr.C RECT Typical 73 M73 N64 N51 HSS10X2X4 Beam Tube A500 Gr.C RECT Typical 156 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 6 Member Primary Data (Continued) Label I Node J Node Section/Shape Type Design List Material Design Rule 74 M74 N75 N97 HSS10X2X4 Beam Tube A500 Gr.C RECT Typical 75 M75 N46 N16 HSS10X2X4 Beam Tube A500 Gr.C RECT Typical 76 M76 N43 N11 HSS10X2X4 Beam Tube A500 Gr.C RECT Typical 77 M77 N10 N48 HSS10X2X4 Beam Tube A500 Gr.C RECT Typical 78 M78 N14 N50 HSS10X2X4 Beam Tube A500 Gr.C RECT Typical Hot Rolled Steel Design Parameters Label Shape Length [ft] Lcomp top [ft] Function 1 M1 HSS10X10X10 15 Lbyy Lateral 2 M2 HSS10X10X10 15 Lbyy Lateral 3 M3 HSS10X10X10 15 Lbyy Lateral 4 M4 HSS10X10X10 15 Lbyy Lateral 5 M5 HSS10X10X10 15 Lbyy Lateral 6 M6 HSS10X10X10 15 Lbyy Lateral 7 M7 HSS10X10X10 15 Lbyy Lateral 8 M8 HSS10X10X10 15 Lbyy Lateral 9 M9 HSS10X10X6 21 Lbyy Lateral 10 M10 HSS10X10X6 24.33 Lbyy Lateral 11 M11 HSS10X10X6 19.33 Lbyy Lateral 12 M12 HSS10X10X6 33.17 Lbyy Lateral 13 M13 HSS10X10X6 19.33 Lbyy Lateral 14 M14 HSS10X10X6 20 Lbyy Lateral 15 M15 HSS10X10X6 21 Lbyy Lateral 16 M16 HSS10X10X6 33.17 Lbyy Lateral 17 M17 HSS10X10X6 33.17 Lbyy Lateral 18 M18 HSS10X10X6 33.17 Lbyy Lateral 19 M19 HSS10X2X4 9.33 Lbyy Lateral 20 M20 HSS10X2X4 4.33 Lbyy Lateral 21 M21 HSS10X6X6 12 Lbyy Lateral 22 M22 HSS10X2X4 9.33 Lbyy Lateral 23 M23 HSS10X2X4 4.33 Lbyy Lateral 24 M24 HSS10X2X4 4 Lbyy Lateral 25 M25 HSS10X10X10 15 Lbyy Lateral 26 M26 HSS10X10X10 15 Lbyy Lateral 27 M27 HSS10X10X6 33.17 Lbyy Lateral 28 M28 HSS10X6X6 24.33 Lbyy Lateral 29 M29 HSS10X6X6 22.33 Lbyy Lateral 30 M30 HSS10X6X6 24 Lbyy Lateral 31 M31 HSS10X6X6 22.33 Lbyy Lateral 32 M32 HSS10X6X6 20 Lbyy Lateral 33 M33 HSS10X6X6 24 Lbyy Lateral 34 M34 HSS10X6X6 33.17 Lbyy Lateral 35 M35 HSS10X6X6 33.17 Lbyy Lateral 36 M36 HSS10X6X6 21.67 Lbyy Lateral 37 M37 HSS10X6X6 21.67 Lbyy Lateral 38 M38 HSS10X6X6 21.67 Lbyy Lateral 39 M39 HSS10X6X6 21.67 Lbyy Lateral 40 M40 HSS10X6X6 10 Lbyy Lateral 41 M41 HSS10X6X6 10 Lbyy Lateral 42 M42 HSS10X6X6 10 Lbyy Lateral 43 M43 HSS10X6X6 10 Lbyy Lateral 44 M44 HSS10X6X6 10 Lbyy Lateral 45 M45 HSS10X6X6 21.67 Lbyy Lateral 46 M46 HSS10X6X6 21.67 Lbyy Lateral 47 M47 HSS10X6X6 12 Lbyy Lateral 157 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 7 Hot Rolled Steel Design Parameters (Continued) Label Shape Length [ft] Lcomp top [ft] Function 48 M48 HSS10X2X4 5 Lbyy Lateral 49 M49 HSS10X2X4 5.306 Lbyy Lateral 50 M50 HSS10X2X4 5.306 Lbyy Lateral 51 M51 HSS10X2X4 5.3 Lbyy Lateral 52 M52 HSS10X2X4 5.3 Lbyy Lateral 53 M53 HSS10X6X6 19.33 Lbyy Lateral 54 M54 HSS10X6X6 24.33 Lbyy Lateral 55 M55 HSS10X6X6 21 Lbyy Lateral 56 M56 HSS10X2X4 9.33 Lbyy Lateral 57 M57 HSS10X6X6 20 Lbyy Lateral 58 M58 HSS10X6X6 20 Lbyy Lateral 59 M59 HSS10X10X6 20 Lbyy Lateral 60 M60 HSS10X10X6 24.33 Lbyy Lateral 61 M61 HSS10X6X6 24.33 Lbyy Lateral 62 M62 HSS10X2X4 4.33 Lbyy Lateral 63 M63 HSS10X2X4 3 Lbyy Lateral 64 M64 HSS10X2X4 4 Lbyy Lateral 65 M65 HSS10X2X4 3 Lbyy Lateral 66 M66 HSS10X2X4 3 Lbyy Lateral 67 M67 HSS10X2X4 3 Lbyy Lateral 68 M68 HSS10X2X4 5 Lbyy Lateral 69 M69 HSS10X2X4 5 Lbyy Lateral 70 M70 HSS10X2X4 3 Lbyy Lateral 71 M71 HSS10X2X4 3 Lbyy Lateral 72 M72 HSS10X2X4 3 Lbyy Lateral 73 M73 HSS10X2X4 3 Lbyy Lateral 74 M74 HSS10X2X4 4 Lbyy Lateral 75 M75 HSS10X2X4 3 Lbyy Lateral 76 M76 HSS10X2X4 3 Lbyy Lateral 77 M77 HSS10X2X4 3 Lbyy Lateral 78 M78 HSS10X2X4 3 Lbyy Lateral Design Size and Code Check Parameters Label Max Axial/Bending Chk Max Shear Chk 1 Typical 1 1 Concrete Rebar Parameters Label Optimize Rebar ?Min Flex BarMax Flex BarShear BarLegs per StirrupTop (Column) Cover [in]Bottom Cover [in]Side Cover [in]Top/Bottom BarsAdd'l Side BarsShear Bar Spacing [in] 1 Typical Optimize #6 #10 #4 2 1.5 1.5 1.5 2 1 12 Deflection Design Label LC Ratio LC Ratio LC Ratio 1 Typical None N/A None N/A None N/A Node Loads and Enforced Displacements (BLC 5 : Ex) Node Label L, D, M Direction Magnitude [(k, k-ft), (in, rad), (k*s²/ft, k*s²*ft)] 1 N16 L X 5.4 2 N11 L X 3.5 3 N9 L X 8.4 4 N15 L X 5.8 158 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 8 Node Loads and Enforced Displacements (BLC 5 : Ex) (Continued) Node Label L, D, M Direction Magnitude [(k, k-ft), (in, rad), (k*s²/ft, k*s²*ft)] 5 N28 L X 7.1 6 N29 L X 4.8 7 N12 L X 6.5 8 N13 L X 4.5 9 N10 L X 5.3 10 N14 L X 3.3 Node Loads and Enforced Displacements (BLC 6 : Ez) Node Label L, D, M Direction Magnitude [(k, k-ft), (in, rad), (k*s²/ft, k*s²*ft)] 1 N16 L Z 5.4 2 N11 L Z 3.5 3 N9 L Z 8.4 4 N15 L Z 5.8 5 N28 L Z 7.1 6 N29 L Z 4.8 7 N12 L Z 6.5 8 N13 L Z 4.5 9 N10 L Z 5.3 10 N14 L Z 3.3 Member Point Loads No Data to Print... Wall Panel Point Loads No Data to Print... Diaphragm Point Loads No Data to Print... Member Distributed Loads (BLC 2 : Roof DL) Member Label Direction Start Magnitude [k/ft, F, ksf, k-ft/ft] End Magnitude [k/ft, F, ksf, k-ft/ft] Start Location [(ft, %)] End Location [(ft, %)] 1 M30 Y -0.032 -0.032 0 %100 2 M28 Y -0.032 -0.032 0 %100 3 M57 Y -0.032 -0.032 0 %100 4 M29 Y -0.032 -0.032 0 %100 5 M55 Y -0.064 -0.064 0 %100 6 M54 Y -0.064 -0.064 0 %100 7 M58 Y -0.064 -0.064 0 %100 8 M53 Y -0.064 -0.064 0 %100 9 M9 Y -0.077 -0.077 0 %100 10 M10 Y -0.077 -0.077 0 4.33 11 M10 Y -0.032 -0.032 4.33 %100 12 M59 Y -0.032 -0.032 0 %100 13 M11 Y -0.032 -0.032 0 10 14 M11 Y -0.077 -0.077 10 %100 15 M47 Y -0.089 -0.089 0 %100 16 M62 Y -0.089 -0.089 0 %100 17 M22 Y -0.089 -0.089 0 %100 18 M24 Y -0.086 -0.086 0 %100 19 M48 Y -0.086 -0.086 0 %100 20 M23 Y -0.086 -0.086 0 %100 21 M56 Y -0.086 -0.086 0 %100 159 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 9 Member Distributed Loads (BLC 2 : Roof DL) (Continued) Member Label Direction Start Magnitude [k/ft, F, ksf, k-ft/ft] End Magnitude [k/ft, F, ksf, k-ft/ft] Start Location [(ft, %)] End Location [(ft, %)] 22 M21 Y -0.074 -0.074 0 %100 23 M20 Y -0.074 -0.074 0 %100 24 M19 Y -0.074 -0.074 0 %100 25 M40 Y -0.03 -0.03 0 %100 26 M42 Y -0.03 -0.03 0 %100 27 M43 Y -0.03 -0.03 0 %100 28 M44 Y -0.03 -0.03 0 %100 29 M41 Y -0.03 -0.03 0 %100 30 M15 Y -0.053 -0.053 0 %100 31 M60 Y -0.053 -0.053 0 %100 32 M14 Y -0.053 -0.053 0 %100 33 M13 Y -0.053 -0.053 0 %100 34 M33 Y -0.023 -0.023 0 %100 35 M61 Y -0.023 -0.023 0 %100 36 M32 Y -0.023 -0.023 0 %100 37 M31 Y -0.023 -0.023 0 %100 38 M39 Y -0.038 -0.038 0 17.5 39 M27 Y -0.075 -0.075 8.5 26 40 M18 Y -0.075 -0.075 8.5 26 41 M36 Y -0.075 -0.075 0 17.5 42 M38 Y -0.075 -0.075 0 17.5 43 M37 Y -0.038 -0.038 0 17.5 44 M64 Y -0.089 -0.089 0 %100 45 M63 Y -0.089 -0.089 0 %100 46 M68 Y -0.089 -0.089 0 %100 47 M71 Y -0.089 -0.089 0 %100 48 M72 Y -0.086 -0.086 0 %100 49 M65 Y -0.086 -0.086 0 %100 50 M66 Y -0.073 -0.073 0 %100 51 M74 Y -0.073 -0.073 0 %100 52 M69 Y -0.073 -0.073 0 %100 53 M73 Y -0.073 -0.073 0 %100 54 M70 Y -0.064 -0.064 0 %100 55 M67 Y -0.064 -0.064 0 %100 56 M47 Y -0.064 -0.064 0 %100 57 M76 Y -0.052 -0.052 0 %100 58 M75 Y -0.077 -0.077 0 %100 59 M77 Y -0.077 -0.077 0 %100 60 M78 Y -0.052 -0.052 0 %100 Member Distributed Loads (BLC 3 : Soffit DL) Member Label Direction Start Magnitude [k/ft, F, ksf, k-ft/ft] End Magnitude [k/ft, F, ksf, k-ft/ft] Start Location [(ft, %)] End Location [(ft, %)] 1 M30 Y -0.06 -0.06 0 %100 2 M28 Y -0.06 -0.06 0 %100 3 M57 Y -0.06 -0.06 0 %100 4 M29 Y -0.06 -0.06 0 %100 5 M35 Y -0.06 -0.06 0 %100 6 M31 Y -0.06 -0.06 0 %100 7 M32 Y -0.06 -0.06 0 %100 8 M61 Y -0.06 -0.06 0 %100 9 M33 Y -0.06 -0.06 0 %100 10 M34 Y -0.06 -0.06 0 %100 11 M49 Y -0.06 -0.06 0 %100 12 M50 Y -0.06 -0.06 0 %100 13 M52 Y -0.06 -0.06 0 %100 160 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 10 Member Distributed Loads (BLC 3 : Soffit DL) (Continued) Member Label Direction Start Magnitude [k/ft, F, ksf, k-ft/ft] End Magnitude [k/ft, F, ksf, k-ft/ft] Start Location [(ft, %)] End Location [(ft, %)] 14 M51 Y -0.06 -0.06 0 %100 15 M46 Y -0.06 -0.06 9.75 13.75 16 M45 Y -0.06 -0.06 9.75 13.75 17 M36 Y -0.06 -0.06 0 17.5 18 M39 Y -0.06 -0.06 0 17.5 19 M27 Y -0.06 -0.06 8.5 26 20 M18 Y -0.06 -0.06 8.5 26 21 M38 Y -0.06 -0.06 0 17.5 22 M10 Y -0.06 -0.06 4.33 %100 23 M40 Y -0.06 -0.06 0 %100 24 M42 Y -0.06 -0.06 0 %100 25 M43 Y -0.06 -0.06 0 %100 26 M44 Y -0.06 -0.06 0 %100 27 M41 Y -0.06 -0.06 0 %100 28 M11 Y -0.06 -0.06 0 10 29 M59 Y -0.06 -0.06 0 %100 30 M37 Y -0.06 -0.06 0 17.5 31 M47 Y -0.06 -0.06 3.75 8.25 32 M21 Y -0.06 -0.06 3.75 8.25 Member Distributed Loads (BLC 4 : Roof LL) Member Label Direction Start Magnitude [k/ft, F, ksf, k-ft/ft] End Magnitude [k/ft, F, ksf, k-ft/ft] Start Location [(ft, %)] End Location [(ft, %)] 1 M30 Y -0.043 -0.043 0 %100 2 M28 Y -0.043 -0.043 0 %100 3 M57 Y -0.043 -0.043 0 %100 4 M29 Y -0.043 -0.043 0 %100 5 M55 Y -0.085 -0.085 0 %100 6 M54 Y -0.085 -0.085 0 %100 7 M58 Y -0.085 -0.085 0 %100 8 M53 Y -0.085 -0.085 0 %100 9 M9 Y -0.103 -0.103 0 %100 10 M10 Y -0.103 -0.103 0 4.33 11 M10 Y -0.043 -0.043 4.33 %100 12 M59 Y -0.043 -0.043 0 %100 13 M11 Y -0.043 -0.043 0 10 14 M11 Y -0.103 -0.103 10 %100 15 M47 Y -0.118 -0.118 0 %100 16 M62 Y -0.118 -0.118 0 %100 17 M22 Y -0.118 -0.118 0 %100 18 M24 Y -0.115 -0.115 0 %100 19 M48 Y -0.115 -0.115 0 %100 20 M23 Y -0.115 -0.115 0 %100 21 M56 Y -0.115 -0.115 0 %100 22 M21 Y -0.098 -0.098 0 %100 23 M20 Y -0.098 -0.098 0 %100 24 M19 Y -0.098 -0.098 0 %100 25 M40 Y -0.04 -0.04 0 %100 26 M42 Y -0.04 -0.04 0 %100 27 M43 Y -0.04 -0.04 0 %100 28 M44 Y -0.04 -0.04 0 %100 29 M41 Y -0.04 -0.04 0 %100 30 M15 Y -0.07 -0.07 0 %100 31 M60 Y -0.07 -0.07 0 %100 32 M14 Y -0.07 -0.07 0 %100 33 M13 Y -0.07 -0.07 0 %100 161 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 11 Member Distributed Loads (BLC 4 : Roof LL) (Continued) Member Label Direction Start Magnitude [k/ft, F, ksf, k-ft/ft] End Magnitude [k/ft, F, ksf, k-ft/ft] Start Location [(ft, %)] End Location [(ft, %)] 34 M33 Y -0.03 -0.03 0 %100 35 M61 Y -0.03 -0.03 0 %100 36 M32 Y -0.03 -0.03 0 %100 37 M31 Y -0.03 -0.03 0 %100 38 M37 Y -0.1 -0.1 0 17.5 39 M39 Y -0.1 -0.1 0 17.5 40 M27 Y -0.2 -0.2 8.5 26 41 M18 Y -0.2 -0.2 8.5 26 42 M36 Y -0.2 -0.2 0 17.5 43 M64 Y -0.118 -0.118 0 %100 44 M63 Y -0.118 -0.118 0 %100 45 M68 Y -0.118 -0.118 0 %100 46 M71 Y -0.118 -0.118 0 %100 47 M67 Y -0.085 -0.085 0 %100 48 M70 Y -0.085 -0.085 0 %100 49 M72 Y -0.115 -0.115 0 %100 50 M65 Y -0.115 -0.115 0 %100 51 M73 Y -0.098 -0.098 0 %100 52 M69 Y -0.098 -0.098 0 %100 53 M74 Y -0.098 -0.098 0 %100 54 M66 Y -0.098 -0.098 0 %100 55 M76 Y -0.07 -0.07 0 %100 56 M78 Y -0.07 -0.07 0 %100 57 M75 Y -0.103 -0.103 0 %100 58 M77 Y -0.103 -0.103 0 %100 Wall Panel Distributed Loads No Data to Print... Diaphragm Distributed Loads No Data to Print... Member Area Loads No Data to Print... Plate Surface Loads No Data to Print... Wall Panel Surface Loads No Data to Print... Diaphragm Surface Loads No Data to Print... Basic Load Cases BLC Description Category Y Gravity Nodal Distributed 1 Self DL -1 2 Roof DL DL 60 3 Soffit DL DL 32 4 Roof LL LL 58 5 Ex ELX 10 6 Ez ELZ 10 162 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 12 Load Combinations Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor 1 D Y 1 1 2 1 3 1 2 D+L Y 1 1 2 1 3 1 4 1 3 D+0.7Ex Y 1 1 2 1 3 1 5 0.7 4 D-0.7Ex Y 1 1 2 1 3 1 5 -0.7 5 D+0.7Ez Y 1 1 2 1 3 1 6 0.7 6 D-0.7Ez Y 1 1 2 1 3 1 6 -0.7 7 Ex Y ELX 1 8 Ez Y ELZ 1 9 IBC 16-12 (b) (a)Yes Y DL 1 ELX 0.7 10 IBC 16-12 (b) (b)Yes Y DL 1 ELX+Z 0.7 11 IBC 16-12 (b) (c)Yes Y DL 1 ELX-Z 0.7 12 IBC 16-12 (b) (d)Yes Y DL 1 ELZ 0.7 13 IBC 16-12 (b) (e)Yes Y DL 1 ELZ+X 0.7 14 IBC 16-12 (b) (f)Yes Y DL 1 ELZ-X 0.7 15 IBC 16-14 (a)Yes Y DL 1 ELX 0.525 LL 0.75 LLS 0.75 16 IBC 16-14 (b)Yes Y DL 1 ELX+Z 0.525 LL 0.75 LLS 0.75 17 IBC 16-14 (c)Yes Y DL 1 ELX-Z 0.525 LL 0.75 LLS 0.75 18 IBC 16-14 (d)Yes Y DL 1 ELZ 0.525 LL 0.75 LLS 0.75 19 IBC 16-14 (e)Yes Y DL 1 ELZ+X 0.525 LL 0.75 LLS 0.75 20 IBC 16-14 (f)Yes Y DL 1 ELZ-X 0.525 LL 0.75 LLS 0.75 21 IBC 16-16 (a)Yes Y DL 0.6 ELX 0.7 22 IBC 16-16 (b)Yes Y DL 0.6 ELX+Z 0.7 23 IBC 16-16 (c)Yes Y DL 0.6 ELX-Z 0.7 24 IBC 16-16 (d)Yes Y DL 0.6 ELZ 0.7 25 IBC 16-16 (e)Yes Y DL 0.6 ELZ+X 0.7 26 IBC 16-16 (f)Yes Y DL 0.6 ELZ-X 0.7 Load Combination Design Description CD Service Hot Rolled Cold Formed Wood Concrete Masonry Aluminum Stainless Connection 1 D Yes Yes Yes Yes Yes Yes Yes Yes 2 D+L Yes Yes Yes Yes Yes Yes Yes Yes 3 D+0.7Ex Yes Yes Yes Yes Yes Yes Yes Yes 4 D-0.7Ex Yes Yes Yes Yes Yes Yes Yes Yes 5 D+0.7Ez Yes Yes Yes Yes Yes Yes Yes Yes 6 D-0.7Ez Yes Yes Yes Yes Yes Yes Yes Yes 7 Ex 1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 8 Ez 1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 9 IBC 16-12 (b) (a)1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 10 IBC 16-12 (b) (b)1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 11 IBC 16-12 (b) (c)1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 12 IBC 16-12 (b) (d)1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 13 IBC 16-12 (b) (e)1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 14 IBC 16-12 (b) (f)1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 15 IBC 16-14 (a)1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 16 IBC 16-14 (b)1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 17 IBC 16-14 (c)1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 18 IBC 16-14 (d)1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 19 IBC 16-14 (e)1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 20 IBC 16-14 (f)1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 21 IBC 16-16 (a)1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 22 IBC 16-16 (b)1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 23 IBC 16-16 (c)1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 24 IBC 16-16 (d)1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 25 IBC 16-16 (e)1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 163 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 13 Load Combination Design (Continued) Description CD Service Hot Rolled Cold Formed Wood Concrete Masonry Aluminum Stainless Connection 26 IBC 16-16 (f)1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes Node Reactions No Data to Print... Node Reactions - Overstrength or Capacity Limit No Data to Print... Node Displacements No Data to Print... Member Section Forces No Data to Print... Maximum Member Section Forces No Data to Print... Member End Reactions No Data to Print... Member Torsion Stresses No Data to Print... Member Section Stresses No Data to Print... Member Section Deflections - Service No Data to Print... Member Section Deflections - Strength No Data to Print... Beam Deflections No Data to Print... Beam Deflection Checks No Data to Print... AISC 15TH (360-16): ASD Member Steel Code Checks No Data to Print... AISI S100-16: ASD Member Cold Formed Steel Code Checks No Data to Print... AWC NDS-18: ASD Member Wood Code Checks No Data to Print... 164 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 14 AA ADM1-15: ASD - BUILDING Member Aluminum Code Checks No Data to Print... AISC 14TH (360-10): ASD Member Stainless Steel Code Checks No Data to Print... Concrete Beam Bending Reinforcement No Data to Print... Concrete Beam Shear Reinforcement No Data to Print... Concrete Column Bending Reinforcement No Data to Print... Concrete Column Shear Reinforcement No Data to Print... Member Suggested Designs Section Set/Member Current Shape Suggested Shape Controlling Criteria Use Suggested? 1 M1 HSS10X10X10 HSS9X9X5 Strength Yes 2 M2 HSS10X10X10 HSS8X8X5 Strength Yes 3 M3 HSS10X10X10 HSS9X9X5 Strength Yes 4 M4 HSS10X10X10 HSS12X10X4 Strength Yes 5 M5 HSS10X10X10 HSS12X10X4 Strength Yes 6 M6 HSS10X10X10 HSS9X7X5 Strength Yes 7 M7 HSS10X10X10 HSS12X10X4 Strength Yes 8 M8 HSS10X10X10 HSS9X9X4 Strength Yes 9 M9 HSS10X10X6 HSS10X3.5X3 Strength Yes 10 M10 HSS10X10X6 HSS10X5X3 Strength Yes 11 M11 HSS10X10X6 HSS10X3X3 Strength Yes 12 M12 HSS10X10X6 HSS12X4X3 Strength Yes 13 M13 HSS10X10X6 HSS10X3.5X3 Strength Yes 14 M14 HSS10X10X6 HSS9X3X3 Strength Yes 15 M15 HSS10X10X6 HSS10X3.5X3 Strength Yes 16 M16 HSS10X10X6 HSS14X4X3 Strength Yes 17 M17 HSS10X10X6 HSS14X4X3 Strength Yes 18 M18 HSS10X10X6 HSS12X4X3 Strength Yes 19 M19 HSS10X2X4 HSS6X3X2 Strength Yes 20 M20 HSS10X2X4 HSS6X3X2 Strength Yes 21 M21 HSS10X6X6 HSS6X4X2 Strength Yes 22 M22 HSS10X2X4 HSS4X4X2 Strength Yes 23 M23 HSS10X2X4 HSS5X3X2 Strength Yes 24 M24 HSS10X2X4 HSS5X3X2 Strength Yes 25 M25 HSS10X10X10 HSS12X10X4 Strength Yes 26 M26 HSS10X10X10 HSS12X10X4 Strength Yes 27 M27 HSS10X10X6 HSS14X4X3 Strength Yes 28 M28 HSS10X6X6 HSS8X4X2 Strength Yes 29 M29 HSS10X6X6 HSS7X3X2 Strength Yes 30 M30 HSS10X6X6 HSS8X3X2 Strength Yes 31 M31 HSS10X6X6 HSS7X3X2 Strength Yes 32 M32 HSS10X6X6 HSS7X3X2 Strength Yes 33 M33 HSS10X6X6 HSS8X3X2 Strength Yes 34 M34 HSS10X6X6 HSS8X4X2 Strength Yes 165 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 15 Member Suggested Designs (Continued) Section Set/Member Current Shape Suggested Shape Controlling Criteria Use Suggested? 35 M35 HSS10X6X6 HSS10X3.5X2 Strength Yes 36 M36 HSS10X6X6 HSS8X3X3 Strength Yes 37 M37 HSS10X6X6 HSS10X4X2 Strength Yes 38 M38 HSS10X6X6 HSS8X4X2 Strength Yes 39 M39 HSS10X6X6 HSS8X3X3 Strength Yes 40 M40 HSS10X6X6 HSS5X3X2 Strength Yes 41 M41 HSS10X6X6 HSS7X7X2 Strength Yes 42 M42 HSS10X6X6 HSS7X7X2 Strength Yes 43 M43 HSS10X6X6 HSS8X4X2 Strength Yes 44 M44 HSS10X6X6 HSS7X4X2 Strength Yes 45 M45 HSS10X6X6 HSS9X9X2 Strength Yes 46 M46 HSS10X6X6 HSS8X8X2 Strength Yes 47 M47 HSS10X6X6 HSS10X4X2 Strength Yes 48 M48 HSS10X2X4 HSS5X3X2 Strength Yes 49 M49 HSS10X2X4 HSS5X2.5X2 Strength Yes 50 M50 HSS10X2X4 HSS3.5X3.5X2 Strength Yes 51 M51 HSS10X2X4 HSS4X3X2 Strength Yes 52 M52 HSS10X2X4 HSS4X3X2 Strength Yes 53 M53 HSS10X6X6 HSS8X3X2 Strength Yes 54 M54 HSS10X6X6 HSS10X3.5X2 Strength Yes 55 M55 HSS10X6X6 HSS8X3X2 Strength Yes 56 M56 HSS10X2X4 HSS5X3X2 Strength Yes 57 M57 HSS10X6X6 HSS7X4X2 Strength Yes 58 M58 HSS10X6X6 HSS7X4X2 Strength Yes 59 M59 HSS10X10X6 HSS8X8X2 Strength Yes 60 M60 HSS10X10X6 HSS10X5X3 Strength Yes 61 M61 HSS10X6X6 HSS8X4X2 Strength Yes 62 M62 HSS10X2X4 HSS4X4X2 Strength Yes 63 M63 HSS10X2X4 HSS4X3X2 Strength Yes 64 M64 HSS10X2X4 HSS4X4X2 Strength Yes 65 M65 HSS10X2X4 HSS6X3X2 Strength Yes 66 M66 HSS10X2X4 HSS5X4X2 Strength Yes 67 M67 HSS10X2X4 HSS6X4X2 Strength Yes 68 M68 HSS10X2X4 HSS4X4X2 Strength Yes 69 M69 HSS10X2X4 HSS6X3X2 Strength Yes 70 M70 HSS10X2X4 HSS6X4X2 Strength Yes 71 M71 HSS10X2X4 HSS4X3X2 Strength Yes 72 M72 HSS10X2X4 HSS6X3X2 Strength Yes 73 M73 HSS10X2X4 HSS5X4X2 Strength Yes 74 M74 HSS10X2X4 HSS6X3X2 Strength Yes 75 M75 HSS10X2X4 HSS5X4X2 Strength Yes 76 M76 HSS10X2X4 HSS6X4X2 Strength Yes 77 M77 HSS10X2X4 HSS5X4X2 Strength Yes 78 M78 HSS10X2X4 HSS7X3X2 Strength Yes Plate Principal Stresses No Data to Print... Plate Forces (per ft) No Data to Print... 166 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 16 Plate Corner Forces No Data to Print... Solid Stresses No Data to Print... Solid Principal Stresses No Data to Print... Solid Corner Forces No Data to Print... Wall Panel Forces No Data to Print... Concrete Wall Reinforcement No Data to Print... Masonry Wall Reinforcement No Data to Print... Masonry Lintel Reinforcement No Data to Print... ACI 318-19 Wall Panel Concrete Code Checks (In-Plane) No Data to Print... ACI 318-19 Wall Panel Concrete Code Checks (Out-of-Plane) No Data to Print... TMS 402-16: ASD Wall Panel Masonry Code Checks (In-Plane) No Data to Print... TMS 402-16: ASD Wall Panel Masonry Code Checks (Out-of-Plane) No Data to Print... Wall Panel TMS 402-16: ASD Masonry Code Checks for Lintels No Data to Print... AWC NDS-18: ASD Wall Panel Wood Code Checks (Axial) No Data to Print... AWC NDS-18: ASD Wall Panel Wood Code Checks (In-Plane) No Data to Print... AWC NDS-18: ASD Wall Panel Wood Code Checks (Header) No Data to Print... 167 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 17 AISI S100-16: ASD Wall Panel CFS Code Checks (Axial) No Data to Print... AISI S100-16: ASD Wall Panel CFS Code Checks (In-Plane) No Data to Print... ACI 318-19 Wall Panel Concrete Code Checks (Seismic) No Data to Print... Masonry Wall Suggested Design No Data to Print... Wood Wall Suggested Design No Data to Print... Envelope Node Reactions Node Label X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft]LC MZ [k-ft] LC 1 N4 max 0 26 17.1871 15 0.1606 9 2.4854 9 0.4591 9 56.4467 9 2 min -3.6499 21 7.8641 22 -4.2661 24 -66.0238 12 -2.2259 12 0 10 3 N3 max 0.3218 12 23.1663 20 0.1581 9 2.4674 9 0.4658 9 68.5132 9 4 min -4.407 21 9.8544 21 -4.2481 24 -66.0746 12 -2.2081 12 -5.0221 12 5 N2 max 0 12 19.3509 18 0.1547 9 2.3999 9 0.6224 9 59.3596 9 6 min -3.8363 21 8.413 22 -4.2629 24 -66.0645 12 -2.0842 12 0 12 7 N1 max 0 18 15.8816 15 0.1547 9 2.3867 9 0.6438 9 46.2234 9 8 min -3.002 21 7.1189 21 -4.2799 12 -66.0336 12 -2.1317 12 0 18 9 N6 max 0 18 10.2378 15 0 26 0 26 0.7045 9 46.1909 9 10 min -3.0242 9 4.7115 24 -3.3987 12 -51.9106 12 -2.112 12 0 18 11 N7 max 0 12 11.9093 20 0 26 0 26 0.6999 9 59.3266 9 12 min -3.8738 9 5.3494 21 -3.3911 12 -51.9338 12 -2.1163 12 0 12 13 N5 max 0.3262 12 14.8912 15 0 26 0 26 0.6725 9 68.4706 9 14 min -4.4477 9 6.5829 22 -3.3771 24 -51.9859 12 -2.1481 12 -5.0221 12 15 N8 max 0 26 10.8399 20 0 26 0 26 0.6668 9 56.4158 9 16 min -3.6863 9 5.1832 21 -3.3958 12 -51.9689 12 -2.1496 12 0 10 17 N26 max 0.0002 12 22.0417 15 0.1555 9 2.4237 9 0.6046 9 64.4852 9 18 min -4.1488 21 9.5293 24 -4.2522 24 -66.0846 12 -2.0766 12 -0.0035 12 19 N27 max 0.0002 12 13.8514 18 0 26 0 26 0.6946 9 64.4471 9 20 min -4.1932 9 6.2004 21 -3.3807 12 -51.9592 12 -2.1241 12 -0.0035 12 21 N63 max NC NC NC LOCKED NC NC 22 min NC NC NC LOCKED NC NC 23 N82 max NC NC NC LOCKED NC NC 24 min NC NC NC LOCKED NC NC 25 N24 max NC NC NC LOCKED NC NC 26 min NC NC NC LOCKED NC NC 27 Totals:max 0 26 159.342 20 0 9 28 min -38.22 9 70.8161 22 -38.22 12 Envelope Node Reactions - Overstrength or Capacity Limit No Data to Print... Envelope Node Displacements Node Label X [in] LC Y [in] LC Z [in] LC X Rotation [rad] LC Y Rotation [rad] LC Z Rotation [rad] LC 1 N1 max 0 21 0 21 0 12 0 12 0 12 0 18 2 min 0 18 0 15 0 9 0 9 0 9 0 9 168 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 18 Envelope Node Displacements (Continued) Node Label X [in] LC Y [in] LC Z [in] LC X Rotation [rad] LC Y Rotation [rad] LC Z Rotation [rad] LC 3 N2 max 0 21 0 26 0 24 0 12 0 12 0 12 4 min 0 12 0 18 0 9 0 9 0 9 0 9 5 N3 max 0 21 0 21 0 24 0 12 0 12 0 12 6 min 0 12 0 16 0 9 0 9 0 9 0 9 7 N4 max 0 21 0 26 0 24 0 12 0 12 0 26 8 min 0 10 0 15 0 9 0 9 0 9 0 9 9 N5 max 0 9 0 26 0 24 0 12 0 12 0 12 10 min 0 12 0 15 0 10 0 10 0 9 0 9 11 N6 max 0 9 0 24 0 12 0 12 0 12 0 18 12 min 0 18 0 15 0 10 0 10 0 9 0 9 13 N7 max 0 9 0 21 0 12 0 12 0 12 0 12 14 min 0 12 0 16 0 10 0 10 0 9 0 9 15 N8 max 0 9 0 21 0 12 0 12 0 12 0 26 16 min 0 10 0 16 0 10 0 10 0 9 0 9 17 N9 max 1.2664 9 -0.0035 21 1.2213 12 0 26 8.5865e-4 12 7.6966e-3 15 18 min -0.0928 12 -0.0083 16 -0.0456 9 0 9 -1.8114e-4 9 3.7162e-3 22 19 N10 max 0.8544 9 -0.0025 21 1.2206 12 -4.1383e-4 24 8.2893e-4 12 6.5076e-3 15 20 min 0 18 -0.0057 15 -0.0441 9 -6.9298e-4 9 -2.5034e-4 9 3.4049e-3 24 21 N11 max 1.0428 9 -0.0018 21 0.9606 12 1.4687e-4 12 8.3591e-4 12 -2.2124e-3 24 22 min 0 10 -0.0038 16 0 10 7.0673e-5 15 -2.5931e-4 9 -4.2304e-3 15 23 N12 max 1.0972 9 -0.003 26 1.2211 12 0 26 8.1047e-4 12 5.3886e-3 15 24 min 0 12 -0.0069 18 -0.0444 9 0 9 -2.4204e-4 9 2.8496e-3 24 25 N13 max 1.0966 9 -0.0018 21 0.96 12 0 26 8.2296e-4 12 -1.0275e-3 24 26 min 0 12 -0.0042 16 0 10 0 9 -2.7217e-4 9 -1.7155e-3 9 27 N14 max 0.8538 9 -0.0016 24 0.9595 12 -3.6103e-4 24 8.2127e-4 12 -1.7292e-3 24 28 min 0 18 -0.0036 15 0 10 -6.4862e-4 15 -2.7396e-4 9 -2.8865e-3 9 29 N15 max 1.2656 9 -0.0023 26 0.9609 12 0 26 8.3531e-4 12 -1.8745e-3 24 30 min -0.0928 12 -0.0053 15 0 10 0 9 -2.615e-4 9 -3.4895e-3 15 31 N16 max 1.0434 9 -0.0028 26 1.2204 12 1.4525e-4 12 8.6556e-4 12 8.0189e-3 20 32 min 0 10 -0.0061 15 -0.0459 9 -3.7404e-5 15 -1.7854e-4 9 3.9538e-3 21 33 N20 max 1.2658 9 0.146 15 1.0073 12 0 26 9.7863e-4 12 -1.3517e-3 24 34 min -0.0928 12 0.0786 24 0 10 0 9 -3.7121e-4 9 -2.5611e-3 15 35 N24 max 1.266 9 0.2858 15 1.0766 12 0 26 1.0195e-3 12 -5.9974e-4 26 36 min -0.0928 12 0.1492 24 -0.0007 9 0 9 -4.5944e-4 9 -1.2931e-3 15 37 N26 max 0 21 0 24 0 24 0 12 0 12 0 12 38 min 0 12 0 15 0 9 0 9 0 9 0 9 39 N27 max 0 9 0 21 0 12 0 12 0 12 0 12 40 min 0 12 0 18 0 10 0 10 0 9 0 9 41 N28 max 1.192 9 -0.0034 24 1.2215 12 0 26 8.0753e-4 12 6.2551e-3 15 42 min -0.0001 12 -0.0079 15 -0.0448 9 0 9 -2.3509e-4 9 3.214e-3 24 43 N29 max 1.1913 9 -0.0022 21 0.9604 12 0 26 8.2596e-4 12 -1.2517e-3 24 44 min -0.0001 12 -0.0049 18 0 10 0 9 -2.701e-4 9 -2.0895e-3 9 45 N31 max 0.8544 9 -0.5309 24 1.3068 12 -4.3454e-4 24 1.0538e-3 9 9.946e-3 15 46 min 0 18 -1.0428 15 -0.0674 9 -7.2854e-4 9 0 12 4.9436e-3 24 47 N32 max 1.0972 9 -0.445 24 1.3068 12 0 26 8.4518e-4 12 9.946e-3 15 48 min 0 12 -0.8885 15 -0.0673 9 0 9 -2.1713e-4 9 4.9436e-3 24 49 N33 max 1.2664 9 -0.5439 24 1.3068 12 0 26 8.3955e-4 12 1.2414e-2 15 50 min -0.0928 12 -1.1432 15 -0.0672 9 0 9 -2.1977e-4 9 5.9165e-3 24 51 N34 max 1.0434 9 -0.5935 21 1.3068 12 1.4462e-4 12 7.3438e-4 12 1.2414e-2 15 52 min 0 10 -1.2109 18 -0.0672 9 -7.9797e-5 15 -8.9149e-4 9 5.9165e-3 24 53 N35 max 1.192 9 -0.5016 24 1.3068 12 0 26 8.4333e-4 12 1.1337e-2 15 54 min -0.0001 12 -1.0197 15 -0.0673 9 0 9 -2.1822e-4 9 5.5494e-3 24 55 N36 max 1.0428 9 -0.0909 24 0.9303 12 1.4718e-4 14 7.3437e-4 12 -2.0552e-3 24 56 min 0 10 -0.1745 15 0 10 8.5635e-5 15 -8.7781e-4 9 -3.8315e-3 15 57 N37 max 1.2656 9 -0.0751 24 0.9304 12 0 26 8.5077e-4 12 -2.0552e-3 24 169 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 19 Envelope Node Displacements (Continued) Node Label X [in] LC Y [in] LC Z [in] LC X Rotation [rad] LC Y Rotation [rad] LC Z Rotation [rad] LC 58 min -0.0928 12 -0.1411 15 0 10 0 9 -2.6078e-4 9 -3.8315e-3 15 59 N38 max 1.0966 9 -0.0439 24 0.9302 12 0 26 8.2654e-4 12 -1.2121e-3 24 60 min 0 12 -0.0732 9 0 10 0 9 -2.7691e-4 9 -2.0232e-3 9 61 N39 max 0.8538 9 -0.0732 24 0.9301 12 -3.5364e-4 26 1.0397e-3 9 -1.2121e-3 24 62 min 0 18 -0.1252 15 0 10 -6.4477e-4 15 0 12 -2.0232e-3 9 63 N41 max 1.1913 9 -0.0537 24 0.9304 12 0 26 8.378e-4 12 -1.4869e-3 24 64 min -0.0001 12 -0.0896 9 0 10 0 9 -2.7123e-4 9 -2.4816e-3 9 65 N42 max 1.0112 9 -0.6035 21 1.3068 12 5.8091e-4 12 7.3439e-4 12 1.2414e-2 15 66 min 0 10 -1.2219 18 -0.0672 9 3.4501e-4 21 -8.9286e-4 9 5.9165e-3 24 67 N43 max 1.0112 9 -0.2594 21 0.9606 12 5.941e-4 14 8.7759e-4 12 8.3557e-3 18 68 min 0 10 -0.5047 18 0 10 3.5578e-4 21 -2.717e-4 9 4.2153e-3 21 69 N44 max 1.0112 9 -0.4579 21 1.0074 12 5.9223e-4 12 9.7773e-4 12 7.102e-3 18 70 min 0 10 -0.8984 18 0 10 3.5429e-4 21 -3.6858e-4 9 3.5744e-3 21 71 N45 max 1.0112 9 -0.6627 21 1.077 12 5.8972e-4 12 1.0243e-3 12 4.4648e-3 18 72 min 0 10 -1.3068 18 -0.0006 9 3.5224e-4 21 -4.6393e-4 9 2.2263e-3 21 73 N46 max 1.0112 9 -0.7567 21 1.2203 12 5.8461e-4 12 9.2065e-4 12 -7.4655e-4 21 74 min 0 10 -1.5073 18 -0.046 9 3.4804e-4 21 -1.891e-4 9 -1.3258e-3 18 75 N47 max 1.0112 9 -0.1012 24 0.9303 12 6.0247e-4 20 7.3437e-4 12 -2.0552e-3 24 76 min 0 10 -0.1914 15 0 10 3.5685e-4 21 -8.7644e-4 9 -3.8315e-3 15 77 N48 max 0.8164 9 -0.7292 24 1.2206 12 -6.7563e-4 24 8.8129e-4 12 -9.4923e-4 24 78 min 0 10 -1.4272 15 -0.0441 9 -1.1876e-3 15 -2.6613e-4 9 -1.8727e-3 15 79 N49 max 0.8164 9 -0.0932 24 0.9301 12 -6.26e-4 26 1.0381e-3 9 -1.2121e-3 24 80 min 0 10 -0.1625 15 0 10 -1.1688e-3 15 0 12 -2.0232e-3 9 81 N50 max 0.8164 9 -0.2523 24 0.9596 12 -6.3214e-4 24 8.62e-4 12 8.4422e-3 15 82 min 0 10 -0.4788 15 0 10 -1.1711e-3 15 -2.8748e-4 9 4.2436e-3 24 83 N51 max 0.8164 9 -0.4515 24 1.0063 12 -6.4051e-4 24 9.9471e-4 12 7.1154e-3 15 84 min 0 10 -0.875 15 0 10 -1.1742e-3 15 -3.3124e-4 9 3.5763e-3 24 85 N52 max 0.8164 9 -0.7482 24 1.1518 12 -6.6359e-4 24 1.0232e-3 12 1.0526e-3 15 86 min 0 10 -1.4645 15 -0.0215 9 -1.1831e-3 15 -3.5071e-4 9 5.3264e-4 24 87 N53 max 0.8164 9 -0.5535 24 1.3068 12 -6.9269e-4 24 1.0554e-3 9 9.946e-3 15 88 min 0 10 -1.0812 15 -0.0674 9 -1.1942e-3 15 0 12 4.9436e-3 24 89 N63 max 1.0967 9 0.0593 9 1.0066 12 0 26 1.0086e-3 12 -4.6233e-4 18 90 min 0 12 0.0351 18 0 10 0 9 -3.3907e-4 9 -8.9015e-4 9 91 N65 max 1.2222 9 -0.316 26 1.2214 12 2.48e-3 15 2.5226e-4 9 6.8476e-3 15 92 min -0.0382 12 -0.8041 15 -0.0451 9 9.7622e-4 24 -3.1773e-4 12 3.4204e-3 24 93 N66 max 1.2528 9 -0.1809 26 1.2214 12 -2.9518e-3 26 2.6004e-4 9 7.4401e-3 15 94 min -0.0763 12 -0.4589 15 -0.0455 9 -7.495e-3 15 -3.1774e-4 12 3.6268e-3 24 95 N67 max 1.1443 9 -0.1344 24 1.2213 12 4.1141e-6 15 3.9476e-4 9 5.8219e-3 15 96 min 0 12 -0.2564 15 -0.0446 9 1.7083e-6 24 -2.6947e-7 12 3.0318e-3 24 97 N68 max 0.9713 9 -0.1254 24 1.2209 12 1.8833e-4 15 1.0466e-3 9 5.9675e-3 15 98 min 0 12 -0.3198 15 -0.0442 9 8.6012e-5 24 0 12 3.1369e-3 24 99 N70 max 0.9713 9 -0.1293 24 0.9597 12 2.0546e-4 20 1.0469e-3 9 -1.3905e-3 24 100 min 0 12 -0.3276 16 0 10 8.1234e-5 24 0 12 -2.3213e-3 9 101 N71 max 1.2222 9 -0.3241 24 0.9606 12 2.5085e-3 20 2.5748e-4 9 -1.5077e-3 24 102 min -0.0382 12 -0.8231 16 0 10 9.9237e-4 24 -3.1773e-4 12 -2.5168e-3 9 103 N72 max 1.2528 9 -0.1834 24 0.9608 12 -3.018e-3 24 2.4972e-4 9 -1.7637e-3 24 104 min -0.0763 12 -0.4639 16 0 10 -7.6561e-3 16 -3.1772e-4 12 -3.1948e-3 15 105 N73 max 1.1443 9 -0.1494 24 0.9602 12 3.018e-6 18 3.9437e-4 9 -1.1396e-3 24 106 min 0 12 -0.3055 16 0 10 1.3201e-6 22 -2.701e-7 12 -1.9025e-3 9 107 N74 max 0.9713 9 -0.2345 24 1.0065 12 2.0215e-4 20 9.8026e-4 12 4.6678e-3 20 108 min 0 12 -0.6144 16 0 10 8.2153e-5 24 -3.2889e-4 9 1.6852e-3 24 109 N76 max 1.2528 9 -0.2799 24 1.0072 12 -3.0053e-3 24 9.5988e-4 12 4.2729e-3 15 110 min -0.0763 12 -0.7173 16 0 10 -7.6231e-3 16 -3.6397e-4 9 1.607e-3 22 111 N78 max 0.9713 9 -0.2672 24 1.1517 12 1.9306e-4 15 1.0131e-3 12 -1.3926e-3 21 112 min 0 12 -0.7085 16 -0.0215 9 8.4689e-5 24 -3.4299e-4 9 -3.8172e-3 16 170 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 20 Envelope Node Displacements (Continued) Node Label X [in] LC Y [in] LC Z [in] LC X Rotation [rad] LC Y Rotation [rad] LC Z Rotation [rad] LC 113 N80 max 1.2528 9 -0.3459 24 1.0766 12 -2.9878e-3 24 1.0331e-3 12 5.8607e-4 15 114 min -0.0763 12 -0.8942 16 -0.0007 9 -7.5775e-3 16 -4.6111e-4 9 2.0397e-4 22 115 N82 max 1.1914 9 0.0753 9 1.0069 12 0 26 1.0038e-3 12 -6.9648e-4 24 116 min -0.0001 12 0.0451 24 0 10 0 9 -3.4325e-4 9 -1.1628e-3 9 117 N83 max 1.2222 9 -0.4232 24 1.0071 12 2.5024e-3 20 9.4655e-4 12 4.5415e-3 15 118 min -0.0382 12 -1.1043 16 0 10 9.8926e-4 24 -3.1968e-4 9 1.562e-3 22 119 N85 max 1.1443 9 -0.2336 24 1.0068 12 3.2288e-6 18 9.4899e-4 12 2.2621e-3 15 120 min 0 12 -0.4581 16 0 10 1.3949e-6 22 -3.1683e-4 9 1.2467e-3 24 121 N64 max 0.8539 9 0.1183 9 1.0063 12 -3.7119e-4 24 1.0043e-3 12 -1.1721e-3 24 122 min 0 18 0.0708 24 0 10 -6.5398e-4 15 -3.3445e-4 9 -1.958e-3 9 123 N75 max 1.0429 9 0.176 15 1.0074 12 1.4655e-4 12 9.8754e-4 12 -1.5119e-3 24 124 min 0 10 0.0922 24 0 10 4.9875e-5 15 -3.7143e-4 9 -2.9113e-3 16 125 N87 max 1.0112 9 -0.7634 21 1.148 12 5.8722e-4 12 1.0371e-3 12 1.4221e-3 18 126 min 0 10 -1.5115 18 -0.0295 9 3.5018e-4 21 -3.235e-4 9 6.6922e-4 21 127 N88 max 1.2528 9 -0.3076 24 1.1481 12 -2.9702e-3 24 1.0278e-3 12 -1.2488e-3 21 128 min -0.0763 12 -0.7944 15 -0.0294 9 -7.5371e-3 15 -3.2062e-4 9 -3.31e-3 16 129 N89 max 1.1989 9 -0.1244 26 1.2211 12 3.5241e-3 18 6.8471e-4 12 7.7722e-3 15 130 min -0.057 12 -0.2953 18 -0.0457 9 1.4836e-3 22 -9.743e-4 9 3.7732e-3 24 131 N90 max 1.0894 9 -0.1028 26 1.2206 12 -1.7097e-3 26 7.4458e-4 12 7.9564e-3 20 132 min 0 10 -0.2435 18 -0.0459 9 -4.0649e-3 18 -8.6261e-4 9 3.9093e-3 21 133 N91 max 1.1988 9 -0.1252 21 0.9609 12 3.567e-3 18 6.8457e-4 12 -1.955e-3 24 134 min -0.057 12 -0.2909 18 0 10 1.5331e-3 21 -9.645e-4 9 -3.6659e-3 15 135 N92 max 1.0895 9 -0.1035 21 0.9607 12 -1.7561e-3 21 7.4415e-4 12 -2.1481e-3 24 136 min 0 10 -0.2402 18 0 10 -4.0871e-3 18 -8.7278e-4 9 -4.0893e-3 15 137 N93 max 1.0431 9 0.3267 20 1.077 12 1.4613e-4 12 1.0188e-3 12 -5.8537e-4 21 138 min 0 10 0.1686 24 -0.0006 9 2.1218e-5 15 -4.6146e-4 9 -1.2215e-3 16 139 N94 max 1.0432 9 0.3224 20 1.148 12 1.457e-4 12 1.0497e-3 12 1.776e-3 20 140 min 0 10 0.1629 21 -0.0296 9 -7.4795e-6 15 -3.2622e-4 9 9.4532e-4 24 141 N95 max 1.2662 9 0.2953 15 1.1481 12 0 26 1.064e-3 12 1.4547e-3 15 142 min -0.0928 12 0.1485 24 -0.0295 9 0 9 -3.2153e-4 9 8.0737e-4 24 143 N96 max 1.1986 9 -0.2502 21 1.0075 12 3.1056e-3 18 8.9926e-4 12 4.706e-3 15 144 min -0.0572 12 -0.5705 18 0 10 1.3393e-3 21 -4.7367e-4 9 2.1085e-3 22 145 N97 max 1.0897 9 -0.225 21 1.0076 12 -1.5944e-3 26 9.0436e-4 12 4.5331e-3 20 146 min 0 10 -0.5097 18 0 10 -3.7094e-3 18 -4.7347e-4 9 2.0455e-3 21 147 N98 max 1.1984 9 -0.3402 26 1.0767 12 2.4762e-3 20 1.1769e-3 12 8.2381e-4 15 148 min -0.0573 12 -0.771 18 -0.0007 9 1.0738e-3 21 -2.1381e-4 9 3.6142e-4 22 149 N99 max 1.09 9 -0.3125 21 1.077 12 -1.3709e-3 26 1.177e-3 12 8.0237e-4 20 150 min 0 10 -0.7033 16 -0.0006 9 -3.1914e-3 18 -2.1411e-4 9 3.5516e-4 21 151 N100 max 1.1986 9 -0.2952 26 1.1478 12 1.8221e-3 20 9.6485e-4 12 -1.6367e-3 24 152 min -0.0571 12 -0.6731 18 -0.0298 9 7.9436e-4 21 -4.5318e-4 9 -3.6091e-3 15 153 N101 max 1.0897 9 -0.2692 21 1.1478 12 -1.1296e-3 26 9.5792e-4 12 -1.5862e-3 21 154 min 0 10 -0.6097 16 -0.0298 9 -2.6397e-3 15 -4.5539e-4 9 -3.4807e-3 16 155 N102 max 1.1983 9 -0.3404 26 1.1047 12 2.2607e-3 20 1.0769e-3 12 -3.4661e-4 21 156 min -0.0573 12 -0.772 18 -0.0064 9 9.8243e-4 21 -3.6857e-4 9 -7.4908e-4 16 157 N103 max 1.09 9 -0.3128 21 1.105 12 -1.2934e-3 26 1.0729e-3 12 -3.3084e-4 26 158 min 0 10 -0.7046 16 -0.0063 9 -3.0128e-3 18 -3.7001e-4 9 -7.0676e-4 18 159 N104 max 1.1159 9 -0.2472 21 1.0077 12 -3.764e-4 24 7.5395e-4 12 4.593e-3 20 160 min 0 10 -0.5618 18 0 10 -8.8884e-4 15 -8.6141e-4 9 2.0671e-3 21 161 N105 max 1.1155 9 -0.311 21 1.1476 12 -6.2774e-4 26 7.4659e-4 12 -1.5844e-3 21 162 min 0 10 -0.7068 18 -0.0301 9 -1.4751e-3 15 -8.6799e-4 9 -3.4838e-3 16 163 N106 max 1.1724 9 -0.2567 21 1.0077 12 4.6345e-5 12 7.5045e-4 12 4.6596e-3 15 164 min -0.0166 12 -0.5846 18 0 10 2.7202e-5 21 -8.6237e-4 9 2.0917e-3 22 165 N107 max 1.173 9 -0.3211 26 1.1476 12 5.7778e-4 20 7.5025e-4 12 -1.6041e-3 24 166 min -0.0156 12 -0.7313 18 -0.0301 9 2.6123e-4 21 -8.6689e-4 9 -3.5334e-3 16 167 N108 max 1.1984 9 -0.323 26 1.0492 12 2.6916e-3 20 1.0567e-3 12 2.3472e-3 15 171 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 21 Envelope Node Displacements (Continued) Node Label X [in] LC Y [in] LC Z [in] LC X Rotation [rad] LC Y Rotation [rad] LC Z Rotation [rad] LC 168 min -0.0573 12 -0.7324 18 0 10 1.1651e-3 21 -3.8447e-4 9 1.0515e-3 22 169 N109 max 1.09 9 -0.2957 21 1.0495 12 -1.4484e-3 26 1.0606e-3 12 2.2687e-3 20 170 min 0 10 -0.6659 18 0 10 -3.3701e-3 18 -3.8382e-4 9 1.0245e-3 21 171 N110 max 0.8164 9 -0.6578 24 1.2637 12 -6.8416e-4 24 8.3664e-4 12 -1.7279e-3 24 172 min 0 10 -1.2865 15 -0.0562 9 -1.1909e-3 15 -2.2218e-4 9 -3.4025e-3 15 173 N111 max 1.0112 9 -0.6962 21 1.2641 12 5.8276e-4 12 8.3414e-4 12 -1.5015e-3 21 174 min 0 10 -1.3961 18 -0.0561 9 3.4653e-4 21 -2.0877e-4 9 -2.7912e-3 18 175 N112 max 1.0972 9 -0.1993 24 1.2637 12 0 26 8.4379e-4 12 9.0511e-3 15 176 min 0 12 -0.395 15 -0.0562 9 0 9 -2.2353e-4 9 4.5179e-3 24 177 N113 max 1.0434 9 -0.2654 21 1.2641 12 1.4493e-4 12 8.4631e-4 12 1.2121e-2 18 178 min 0 10 -0.542 16 -0.056 9 -5.86e-5 15 -2.1128e-4 9 5.9347e-3 21 179 N114 max 1.192 9 -0.225 24 1.2638 12 0 26 8.397e-4 12 1.0352e-2 15 180 min -0.0001 12 -0.4551 15 -0.0561 9 0 9 -2.1786e-4 9 5.0776e-3 24 181 N115 max 0.8544 9 -0.235 24 1.2637 12 -4.2419e-4 24 8.4818e-4 12 1.0459e-2 15 182 min 0 18 -0.4599 15 -0.0562 9 -7.1076e-4 9 -2.2584e-4 9 5.3148e-3 24 183 N116 max 1.2664 9 -0.248 24 1.2641 12 0 26 8.3329e-4 12 1.1538e-2 15 184 min -0.0928 12 -0.5218 15 -0.056 9 0 9 -2.1606e-4 9 5.4861e-3 24 185 N119 max 0.8164 9 -0.6544 24 1.0785 12 -6.5205e-4 24 1.075e-3 12 4.2983e-3 15 186 min 0 10 -1.2784 15 0 10 -1.1786e-3 15 -3.7365e-4 9 2.1638e-3 24 187 N120 max 0.9713 9 -0.3076 24 1.0785 12 1.976e-4 20 1.0773e-3 12 7.9389e-4 18 188 min 0 12 -0.8179 16 0 10 8.3421e-5 24 -3.7601e-4 9 2.7604e-4 22 189 N121 max 0.8542 9 0.2373 15 1.1518 12 -3.9921e-4 24 1.0354e-3 12 1.1626e-3 9 190 min 0 18 0.1331 24 -0.0215 9 -6.6874e-4 15 -3.5421e-4 9 6.9553e-4 24 191 N122 max 0.8541 9 0.2221 15 1.0785 12 -3.852e-4 24 1.0692e-3 12 -5.2068e-4 24 192 min 0 18 0.1322 24 0 10 -6.6136e-4 15 -3.7171e-4 9 -1.034e-3 15 Envelope Member Section Forces Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 1 M1 1 max 17.1871 15 3.7631 9 0.1657 9 0.4591 9 66.0238 12 56.4467 9 2 min 7.8641 22 0 10 -4.4016 12 -2.2259 12 -2.4854 9 0 10 3 2 max 16.8989 15 3.7631 9 0.1657 9 0.4591 9 49.5179 12 42.335 9 4 min 7.6912 22 0 10 -4.4016 12 -2.2259 12 -1.864 9 0 10 5 3 max 16.6107 15 3.7631 9 0.1657 9 0.4591 9 33.0119 12 28.2233 9 6 min 7.5183 22 0 10 -4.4016 12 -2.2259 12 -1.2427 9 0 10 7 4 max 16.3225 15 3.7631 9 0.1657 9 0.4591 9 16.506 12 14.1117 9 8 min 7.3453 22 0 10 -4.4016 12 -2.2259 12 -0.6213 9 0 10 9 5 max 16.0343 15 3.7631 9 0.1657 9 0.4591 9 0 26 0 26 10 min 7.1724 22 0 10 -4.4016 12 -2.2259 12 0 9 0 9 11 M2 1 max 10.8399 20 3.7611 9 0 26 0.6668 9 51.9689 12 56.4158 9 12 min 5.1832 21 0 10 -3.4646 12 -2.1496 12 0 10 0 10 13 2 max 10.5517 20 3.7611 9 0 26 0.6668 9 38.9767 12 42.3118 9 14 min 5.0102 21 0 10 -3.4646 12 -2.1496 12 0 10 0 10 15 3 max 10.2635 20 3.7611 9 0 26 0.6668 9 25.9844 12 28.2079 9 16 min 4.8373 21 0 10 -3.4646 12 -2.1496 12 0 10 0 10 17 4 max 9.9753 20 3.7611 9 0 26 0.6668 9 12.9922 12 14.1039 9 18 min 4.6644 21 0 10 -3.4646 12 -2.1496 12 0 10 0 10 19 5 max 9.6871 20 3.7611 9 0 26 0.6668 9 0 26 0 26 20 min 4.4915 21 0 10 -3.4646 12 -2.1496 12 0 9 0 9 21 M3 1 max 23.1663 20 4.5675 9 0.1645 9 0.4658 9 66.0746 12 68.5132 9 22 min 9.8544 21 -0.3348 12 -4.405 12 -2.2081 12 -2.4674 9 -5.0221 12 23 2 max 22.878 20 4.5675 9 0.1645 9 0.4658 9 49.5559 12 51.3849 9 24 min 9.6815 21 -0.3348 12 -4.405 12 -2.2081 12 -1.8505 9 -3.7666 12 25 3 max 22.5898 20 4.5675 9 0.1645 9 0.4658 9 33.0373 12 34.2566 9 26 min 9.5085 21 -0.3348 12 -4.405 12 -2.2081 12 -1.2337 9 -2.5111 12 27 4 max 22.3016 20 4.5675 9 0.1645 9 0.4658 9 16.5186 12 17.1283 9 172 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 22 Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 28 min 9.3356 21 -0.3348 12 -4.405 12 -2.2081 12 -0.6168 9 -1.2555 12 29 5 max 22.0134 20 4.5675 9 0.1645 9 0.4658 9 0 26 0 26 30 min 9.1627 21 -0.3348 12 -4.405 12 -2.2081 12 0 9 0 9 31 M4 1 max 14.8912 15 4.5647 9 0 26 0.6725 9 51.9859 12 68.4706 9 32 min 6.5829 22 -0.3348 12 -3.4657 12 -2.1481 12 0 10 -5.0221 12 33 2 max 14.603 15 4.5647 9 0 26 0.6725 9 38.9894 12 51.3529 9 34 min 6.41 22 -0.3348 12 -3.4657 12 -2.1481 12 0 10 -3.7666 12 35 3 max 14.3148 15 4.5647 9 0 26 0.6725 9 25.9929 12 34.2353 9 36 min 6.237 22 -0.3348 12 -3.4657 12 -2.1481 12 0 10 -2.511 12 37 4 max 14.0266 15 4.5647 9 0 26 0.6725 9 12.9965 12 17.1176 9 38 min 6.0641 22 -0.3348 12 -3.4657 12 -2.1481 12 0 10 -1.2555 12 39 5 max 13.7384 15 4.5647 9 0 26 0.6725 9 0 26 0 26 40 min 5.8912 22 -0.3348 12 -3.4657 12 -2.1481 12 0 9 0 9 41 M5 1 max 19.3509 18 3.9573 9 0.16 9 0.6224 9 66.0645 12 59.3596 9 42 min 8.413 22 0 12 -4.4043 12 -2.0842 12 -2.3999 9 0 12 43 2 max 19.0627 18 3.9573 9 0.16 9 0.6224 9 49.5484 12 44.5197 9 44 min 8.2401 22 0 12 -4.4043 12 -2.0842 12 -1.8 9 0 12 45 3 max 18.7745 18 3.9573 9 0.16 9 0.6224 9 33.0322 12 29.6798 9 46 min 8.0671 22 0 12 -4.4043 12 -2.0842 12 -1.2 9 0 12 47 4 max 18.4863 18 3.9573 9 0.16 9 0.6224 9 16.5161 12 14.8399 9 48 min 7.8942 22 0 12 -4.4043 12 -2.0842 12 -0.6 9 0 12 49 5 max 18.1981 18 3.9573 9 0.16 9 0.6224 9 0 26 0 26 50 min 7.7213 22 0 12 -4.4043 12 -2.0842 12 0 9 0 9 51 M6 1 max 11.9093 20 3.9551 9 0 26 0.6999 9 51.9338 12 59.3266 9 52 min 5.3494 21 0 12 -3.4623 12 -2.1163 12 0 10 0 12 53 2 max 11.6211 20 3.9551 9 0 26 0.6999 9 38.9503 12 44.4949 9 54 min 5.1765 21 0 12 -3.4623 12 -2.1163 12 0 10 0 12 55 3 max 11.3329 20 3.9551 9 0 26 0.6999 9 25.9669 12 29.6633 9 56 min 5.0035 21 0 12 -3.4623 12 -2.1163 12 0 10 0 12 57 4 max 11.0447 20 3.9551 9 0 26 0.6999 9 12.9834 12 14.8316 9 58 min 4.8306 21 0 12 -3.4623 12 -2.1163 12 0 10 0 12 59 5 max 10.7565 20 3.9551 9 0 26 0.6999 9 0 26 0 26 60 min 4.6577 21 0 12 -3.4623 12 -2.1163 12 0 9 0 9 61 M7 1 max 15.8816 15 3.0816 9 0.1591 9 0.6438 9 66.0336 12 46.2234 9 62 min 7.1189 21 0 10 -4.4022 12 -2.1317 12 -2.3867 9 0 10 63 2 max 15.5934 15 3.0816 9 0.1591 9 0.6438 9 49.5252 12 34.6675 9 64 min 6.946 21 0 10 -4.4022 12 -2.1317 12 -1.79 9 0 10 65 3 max 15.3052 15 3.0816 9 0.1591 9 0.6438 9 33.0168 12 23.1117 9 66 min 6.7731 21 0 10 -4.4022 12 -2.1317 12 -1.1934 9 0 10 67 4 max 15.017 15 3.0816 9 0.1591 9 0.6438 9 16.5084 12 11.5558 9 68 min 6.6002 21 0 10 -4.4022 12 -2.1317 12 -0.5967 9 0 10 69 5 max 14.7288 15 3.0816 9 0.1591 9 0.6438 9 0 26 0 26 70 min 6.4272 21 0 10 -4.4022 12 -2.1317 12 0 9 0 9 71 M8 1 max 10.2378 15 3.0794 9 0 26 0.7045 9 51.9106 12 46.1909 9 72 min 4.7115 24 0 10 -3.4607 12 -2.112 12 0 10 0 10 73 2 max 9.9496 15 3.0794 9 0 26 0.7045 9 38.9329 12 34.6432 9 74 min 4.5385 24 0 10 -3.4607 12 -2.112 12 0 10 0 10 75 3 max 9.6614 15 3.0794 9 0 26 0.7045 9 25.9553 12 23.0955 9 76 min 4.3656 24 0 10 -3.4607 12 -2.112 12 0 10 0 10 77 4 max 9.3732 15 3.0794 9 0 26 0.7045 9 12.9776 12 11.5477 9 78 min 4.1927 24 0 10 -3.4607 12 -2.112 12 0 10 0 10 79 5 max 9.085 15 3.0794 9 0 26 0.7045 9 0 26 0 26 80 min 4.0198 24 0 10 -3.4607 12 -2.112 12 0 9 0 9 81 M9 1 max 1.0952 12 5.2332 18 0 26 -0.2762 21 0 26 0 26 82 min 0 10 2.2048 21 -0.5421 9 -0.4732 10 0 9 0 9 173 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 23 Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 83 2 max 1.1391 12 1.196 18 0.4119 9 -0.2762 21 0 26 -7.8048 26 84 min 0 10 0.4542 22 0 10 -0.4732 10 -1.6536 9 -18.4055 18 85 3 max 1.1391 12 0.1312 18 0.4119 9 -0.2762 21 0.5089 9 -9.1511 26 86 min 0 10 0.0587 22 0 10 -0.4732 10 0 10 -21.8893 18 87 4 max 1.1391 12 -0.3363 24 0.4119 9 -0.2762 21 2.6714 9 -8.4211 26 88 min 0 10 -0.9345 16 0 10 -0.4732 10 0 10 -19.7832 18 89 5 max 1.1816 12 -2.1015 26 0 26 -0.2762 21 0 26 0 26 90 min 0 10 -5.0273 18 -0.5549 9 -0.4732 10 0 9 0 9 91 M10 1 max 0.7827 9 6.0133 15 0.0109 9 -0.5107 26 0 26 0 26 92 min 0 10 2.3559 22 0 18 -1.4686 15 0 9 0 9 93 2 max 0.862 9 1.9235 15 0 18 -0.5107 26 0.0396 9 -11.0332 24 94 min 0 10 0.7839 22 -0.0044 9 -1.4686 15 -0.0001 18 -27.8478 15 95 3 max 0.862 9 0.8724 15 0 18 -0.5107 26 0.0129 9 -14.2421 26 96 min 0 10 0.2709 22 -0.0044 9 -1.4686 15 0 18 -36.3508 15 97 4 max 0.8588 9 -1.3709 26 0 26 -0.5107 26 0.0021 9 -9.8985 26 98 min 0 10 -3.5951 15 -0.0003 9 -1.4686 15 0 10 -25.0638 15 99 5 max 0.8588 9 -1.8839 26 0 26 -0.5107 26 0 26 0 26 100 min 0 10 -4.6462 15 -0.0003 9 -1.4686 15 0 9 0 9 101 M11 1 max 0.3125 9 3.338 15 0.0026 9 1.4348 15 0 26 0 26 102 min -0.732 12 1.381 24 0 10 0.712 24 0 9 0 9 103 2 max 0.3125 9 2.5029 15 0.0026 9 1.4348 15 0.0124 9 -5.6888 24 104 min -0.732 12 0.9734 24 0 10 0.712 24 0 10 -14.113 15 105 3 max 0.3125 9 1.6678 15 0.0026 9 1.4348 15 0.0249 9 -9.4083 24 106 min -0.732 12 0.5659 24 0 10 0.712 24 0 12 -24.1907 15 107 4 max 0.3345 9 -1.0158 24 0 26 1.4348 15 0.0133 9 -5.7887 24 108 min -0.7745 12 -2.6168 15 -0.0028 9 0.712 24 0 10 -15.0134 15 109 5 max 0.3345 9 -1.3799 24 0 26 1.4348 15 0 26 0 26 110 min -0.7745 12 -3.5968 15 -0.0028 9 0.712 24 0 9 0 9 111 M12 1 max 0 26 -2.3948 24 0.0331 9 -0.0291 18 0 26 0 26 112 min -0.0041 9 -4.7873 15 -0.0144 12 -0.1037 9 0 9 0 9 113 2 max 0 26 -3.2988 24 0.0982 12 -0.0291 18 0.3357 12 43.5725 15 114 min -0.0041 9 -7.0094 15 0 10 -0.1037 9 0 10 20.876 24 115 3 max 0.7069 9 2.2553 15 0.0947 12 -0.0291 18 0.1402 9 13.4105 15 116 min 0 10 1.0182 24 -0.0521 9 -0.1037 9 -0.2663 12 7.639 24 117 4 max 0.7069 9 0.6746 15 0.0997 12 -0.0291 18 0.5422 12 4.8794 9 118 min 0 10 0.3881 24 -0.0557 9 -0.1037 9 -0.3085 9 2.9222 24 119 5 max 0 26 4.6459 18 0 26 -0.0291 18 0 26 0 26 120 min -0.0042 9 2.3796 21 -0.0438 9 -0.1037 9 0 9 0 9 121 M13 1 max 0 26 3.5026 20 0.0028 9 -0.8998 26 0 26 0 26 122 min -0.5275 12 1.3803 24 0 10 -1.9988 15 0 9 0 9 123 2 max 0 26 2.7617 20 0.0028 9 -0.8998 26 0.0133 9 -5.964 24 124 min -0.5275 12 1.088 24 0 10 -1.9988 15 0 10 -15.1358 16 125 3 max 0 26 -0.7426 24 0 26 -0.8998 26 0.0249 9 -10.0026 24 126 min -0.6003 12 -1.8846 16 -0.0026 9 -1.9988 15 0 12 -25.3748 16 127 4 max 0 26 -1.0349 24 0 26 -0.8998 26 0.0124 9 -5.7075 24 128 min -0.6003 12 -2.6254 16 -0.0026 9 -1.9988 15 0 10 -14.4774 16 129 5 max 0 26 -1.3272 24 0 26 -0.8998 26 0 26 0 26 130 min -0.6003 12 -3.3663 16 -0.0026 9 -1.9988 15 0 9 0 9 131 M14 1 max 0 26 2.9884 20 0.0026 9 0.6394 20 0 26 0 26 132 min -0.5843 12 1.4091 24 0 10 0.2778 24 0 9 0 9 133 2 max 0 26 2.2218 20 0.0026 9 0.6394 20 0.0131 9 -6.2892 24 134 min -0.5843 12 1.1066 24 0 10 0.2778 24 0 10 -13.0255 16 135 3 max 0 26 -0.8042 24 0 26 0.6394 20 0.0261 9 -11.0665 24 136 min -0.614 12 -1.4553 16 -0.0026 9 0.2778 24 0 10 -22.2189 16 137 4 max 0 26 -1.1066 24 0 26 0.6394 20 0.0131 9 -6.2893 24 174 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 24 Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 138 min -0.614 12 -2.2219 16 -0.0026 9 0.2778 24 0 10 -13.0258 16 139 5 max 0 26 -1.4091 24 0 26 0.6394 20 0 26 0 26 140 min -0.614 12 -2.9884 16 -0.0026 9 0.2778 24 0 9 0 9 141 M15 1 max 0.3297 24 4.6944 18 0 26 0.8775 18 0 26 0 26 142 min -0.4624 9 2.0118 21 -0.5483 9 0.3967 22 0 9 0 9 143 2 max 0.3854 24 0.6406 18 0.4155 9 0.8775 18 0 26 -8.8658 21 144 min -0.1904 9 0.2464 22 0 10 0.3967 22 -2.6378 9 -20.5291 18 145 3 max 0.3854 24 -0.0709 24 0.4155 9 0.8775 18 0 26 -9.3264 21 146 min -0.1904 9 -0.1648 16 0 10 0.3967 22 -0.4565 9 -21.7794 18 147 4 max 0.3854 24 -0.3884 24 0.4155 9 0.8775 18 1.7248 9 -8.1198 21 148 min -0.1904 9 -0.9696 16 0 10 0.3967 22 0 10 -18.8041 18 149 5 max 0.4382 24 -2.1219 21 0 26 0.8775 18 0 26 0 26 150 min 0 10 -4.9186 18 -0.561 9 0.3967 22 0 9 0 9 151 M16 1 max 0.0001 24 -2.419 24 0.0424 12 -0.0011 24 0 26 0 26 152 min -0.0035 9 -4.724 15 0 10 -0.1236 15 0 9 0 9 153 2 max 0.6724 9 -0.5427 21 0.0582 12 -0.0011 24 0.835 9 7.4966 15 154 min -0.0014 24 -1.1195 16 -0.1857 9 -0.1236 15 -0.2791 12 4.1981 22 155 3 max 0.6725 9 -1.0006 21 0 26 -0.0011 24 0 26 18.6067 20 156 min -0.0015 24 -2.1906 16 -0.2577 9 -0.1236 15 -0.969 9 9.4023 21 157 4 max 0 24 7.263 18 0.0176 12 -0.0011 24 0.3522 9 45.23 18 158 min -0.0034 9 3.4044 21 -0.0529 9 -0.1236 15 0 10 21.621 21 159 5 max 0 26 4.9004 18 0 26 -0.0011 24 0 26 0 26 160 min -0.0034 9 2.4481 21 -0.0435 12 -0.1236 15 0 9 0 9 161 M17 1 max 0.0003 9 -1.5862 24 0.0226 12 0 26 0 26 -0.1622 26 162 min 0 10 -3.3141 16 -0.0134 9 0 9 0 9 -0.4769 15 163 2 max 0.0003 9 -3.2111 24 0 26 0 26 0 26 43.6152 20 164 min 0 10 -7.4672 16 -0.1365 12 0 9 -0.4575 9 19.6321 21 165 3 max 0.928 9 2.2172 15 0 26 0 26 0.9879 9 17.2159 15 166 min -0.0019 18 0.9578 22 -0.2625 9 0 9 0 10 8.6723 22 167 4 max 0.9279 9 0.9254 15 0.067 12 0 26 0.349 12 5.7313 14 168 min -0.0018 18 0.4243 22 -0.1826 9 0 9 -0.8194 9 3.4235 24 169 5 max 0.0005 9 2.874 15 0.1118 12 0 26 0 26 -0.2515 24 170 min 0 10 1.4458 22 0 10 0 9 0 9 -0.6733 15 171 M18 1 max 0.0005 9 -1.3395 26 0.0231 9 0 26 0 26 0.7487 18 172 min 0 10 -2.8042 18 0 10 0 9 0 9 0.326 22 173 2 max 0.0005 9 -2.7812 26 0.11 12 0 26 0.4661 12 40.3081 15 174 min 0 12 -6.4606 18 0 10 0 9 0 10 18.0329 24 175 3 max 0.7193 9 3.0523 15 0.1402 12 0 26 0.2281 9 9.5479 9 176 min 0 12 1.2932 22 -0.0717 9 0 9 -0.4617 12 5.7232 24 177 4 max 0.7193 9 0.6355 12 0.1402 12 0 26 0.7011 12 -1.2148 21 178 min 0 12 0.2881 16 -0.0717 9 0 9 -0.3665 9 -5.2708 18 179 5 max 0.0006 9 2.4022 18 0.0259 12 0 26 0 26 0.3351 20 180 min 0 10 1.2075 21 -0.0343 9 0 9 0 9 0.1479 24 181 M19 1 max 0 26 0.7752 20 0 26 -0.2894 24 0 26 0 26 182 min -0.2648 12 0.2594 21 0 9 -0.6673 15 0 9 0 9 183 2 max 0 26 0.3876 20 0 26 -0.2894 24 0 26 -0.4538 26 184 min -0.2648 12 0.1297 21 0 9 -0.6673 15 0 9 -1.3561 15 185 3 max 0 26 0 26 0 26 -0.2894 24 0 26 -0.6051 26 186 min -0.2648 12 0 9 0 9 -0.6673 15 0 9 -1.8082 15 187 4 max 0 26 -0.1297 26 0 26 -0.2894 24 0 26 -0.4538 26 188 min -0.2648 12 -0.3876 15 0 9 -0.6673 15 0 9 -1.3561 15 189 5 max 0 26 -0.2594 26 0 26 -0.2894 24 0 26 0 26 190 min -0.2648 12 -0.7752 15 0 9 -0.6673 15 0 9 0 9 191 M20 1 max 0 26 0.3598 20 0 26 1.4915 15 0 26 0 26 192 min -0.34 9 0.1204 21 0 9 0.6457 24 0 9 0 9 175 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 25 Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 193 2 max 0 26 0.1799 20 0 26 1.4915 15 0 26 -0.0977 26 194 min -0.34 9 0.0602 21 0 9 0.6457 24 0 9 -0.2921 15 195 3 max 0 26 0 26 0 26 1.4915 15 0 26 -0.1303 26 196 min -0.34 9 0 9 0 9 0.6457 24 0 9 -0.3895 15 197 4 max 0 26 -0.0602 26 0 26 1.4915 15 0 26 -0.0977 26 198 min -0.34 9 -0.1799 15 0 9 0.6457 24 0 9 -0.2921 15 199 5 max 0 26 -0.1204 26 0 26 1.4915 15 0 26 0 26 200 min -0.34 9 -0.3598 15 0 9 0.6457 24 0 9 0 9 201 M21 1 max 1.3796 9 1.4552 15 0.5604 9 0.176 15 0 26 0 26 202 min 0 10 0.6069 22 0 10 0.0595 22 0 9 0 9 203 2 max 1.3796 9 0.9 15 0.5604 9 0.176 15 1.6812 9 -1.5194 26 204 min 0 10 0.4061 22 0 10 0.0595 22 0 10 -3.5327 15 205 3 max 0 26 0.0013 20 0 26 0.1626 15 0.0077 12 -2.0691 21 206 min -0.1142 9 -0.0031 9 -0.933 9 0.0569 22 0 10 -4.7841 16 207 4 max 0 26 -0.4035 21 0.5593 9 0.1332 15 0 26 -1.5118 21 208 min -1.6095 9 -0.8951 16 0 10 0.0481 22 -1.6778 9 -3.5182 16 209 5 max 0 26 -0.6043 21 0.5593 9 0.1332 15 0 26 0 26 210 min -1.6095 9 -1.4503 16 0 10 0.0481 22 0 9 0 9 211 M22 1 max 0.0925 12 0.9152 20 0 26 0.4913 15 0 26 0 26 212 min -0.0481 9 0.3014 21 0 9 0.2115 24 0 9 0 9 213 2 max 0.0925 12 0.4576 20 0 26 0.4913 15 0 26 -0.5272 26 214 min -0.0481 9 0.1507 21 0 9 0.2115 24 0 9 -1.601 15 215 3 max 0.0925 12 0 26 0 26 0.4913 15 0 26 -0.703 26 216 min -0.0481 9 0 9 0 9 0.2115 24 0 9 -2.1346 15 217 4 max 0.0925 12 -0.1507 26 0 26 0.4913 15 0 26 -0.5272 26 218 min -0.0481 9 -0.4576 15 0 9 0.2115 24 0 9 -1.601 15 219 5 max 0.0925 12 -0.3014 26 0 26 0.4913 15 0 26 0 26 220 min -0.0481 9 -0.9152 15 0 9 0.2115 24 0 9 0 9 221 M23 1 max 0 26 0.415 20 0 26 0.4101 15 0 26 0 26 222 min -0.0212 12 0.1369 21 0 9 0.1754 22 0 9 0 9 223 2 max 0 26 0.2075 20 0 26 0.4101 15 0 26 -0.1112 26 224 min -0.0212 12 0.0685 21 0 9 0.1754 22 0 9 -0.3369 15 225 3 max 0 26 0 26 0 26 0.4101 15 0 26 -0.1482 26 226 min -0.0212 12 0 9 0 9 0.1754 22 0 9 -0.4492 15 227 4 max 0 26 -0.0685 26 0 26 0.4101 15 0 26 -0.1112 26 228 min -0.0212 12 -0.2075 15 0 9 0.1754 22 0 9 -0.3369 15 229 5 max 0 26 -0.1369 26 0 26 0.4101 15 0 26 0 26 230 min -0.0212 12 -0.415 15 0 9 0.1754 22 0 9 0 9 231 M24 1 max 0.1466 12 0.3834 20 0 26 0.4781 20 0 26 0 26 232 min 0 10 0.1265 22 0 9 0.2222 21 0 9 0 9 233 2 max 0.1466 12 0.1917 20 0 26 0.4781 20 0 26 -0.0949 26 234 min 0 10 0.0633 22 0 9 0.2222 21 0 9 -0.2875 15 235 3 max 0.1466 12 0 26 0 26 0.4781 20 0 26 -0.1265 26 236 min 0 10 0 9 0 9 0.2222 21 0 9 -0.3834 15 237 4 max 0.1466 12 -0.0633 21 0 26 0.4781 20 0 26 -0.0949 26 238 min 0 10 -0.1917 15 0 9 0.2222 21 0 9 -0.2875 15 239 5 max 0.1466 12 -0.1265 21 0 26 0.4781 20 0 26 0 26 240 min 0 10 -0.3834 15 0 9 0.2222 21 0 9 0 9 241 M25 1 max 22.0417 15 4.299 9 0.1616 9 0.6046 9 66.0846 12 64.4852 9 242 min 9.5293 24 -0.0002 12 -4.4056 12 -2.0766 12 -2.4237 9 -0.0035 12 243 2 max 21.7535 15 4.299 9 0.1616 9 0.6046 9 49.5634 12 48.3639 9 244 min 9.3564 24 -0.0002 12 -4.4056 12 -2.0766 12 -1.8178 9 -0.0026 12 245 3 max 21.4653 15 4.299 9 0.1616 9 0.6046 9 33.0423 12 32.2426 9 246 min 9.1835 24 -0.0002 12 -4.4056 12 -2.0766 12 -1.2119 9 -0.0018 12 247 4 max 21.1771 15 4.299 9 0.1616 9 0.6046 9 16.5211 12 16.1213 9 176 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 26 Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 248 min 9.0106 24 -0.0002 12 -4.4056 12 -2.0766 12 -0.6059 9 -0.0009 12 249 5 max 20.8889 15 4.299 9 0.1616 9 0.6046 9 0 26 0 26 250 min 8.8376 24 -0.0002 12 -4.4056 12 -2.0766 12 0 9 0 9 251 M26 1 max 13.8514 18 4.2965 9 0 26 0.6946 9 51.9592 12 64.4471 9 252 min 6.2004 21 -0.0002 12 -3.4639 12 -2.1241 12 0 10 -0.0035 12 253 2 max 13.5632 18 4.2965 9 0 26 0.6946 9 38.9694 12 48.3353 9 254 min 6.0275 21 -0.0002 12 -3.4639 12 -2.1241 12 0 10 -0.0026 12 255 3 max 13.275 18 4.2965 9 0 26 0.6946 9 25.9796 12 32.2235 9 256 min 5.8546 21 -0.0002 12 -3.4639 12 -2.1241 12 0 10 -0.0018 12 257 4 max 12.9868 18 4.2965 9 0 26 0.6946 9 12.9898 12 16.1118 9 258 min 5.6817 21 -0.0002 12 -3.4639 12 -2.1241 12 0 10 -0.0009 12 259 5 max 12.6986 18 4.2965 9 0 26 0.6946 9 0 26 0 26 260 min 5.5088 21 -0.0002 12 -3.4639 12 -2.1241 12 0 9 0 9 261 M27 1 max 0 26 -1.736 21 0.0131 12 0 26 0 26 -0.163 21 262 min 0 9 -3.6082 18 -0.0013 9 0 9 0 9 -0.273 16 263 2 max 0 21 -3.3303 21 0.0898 12 0 26 0.4186 12 45.969 15 264 min -0.0001 12 -7.6784 18 0 10 0 9 0 10 20.5813 22 265 3 max 0.8302 9 3.2231 18 0.1456 12 0 26 0.2523 9 11.2567 9 266 min 0 10 1.3588 22 -0.0769 9 0 9 -0.4619 12 6.7488 24 267 4 max 0.8302 9 0.7455 12 0.1456 12 0 26 0.7458 12 -0.7345 26 268 min 0 10 0.4468 22 -0.0769 9 0 9 -0.3854 9 -4.2671 18 269 5 max 0 12 3.171 15 0.0856 12 0 26 0 26 0.3385 15 270 min 0 10 1.6033 24 -0.0082 9 0 9 0 9 0.1035 22 271 M28 1 max 0 26 1.9803 20 0 26 -0.1622 26 0 26 0 26 272 min -0.0599 9 0.9528 21 0 9 -0.4769 15 0 9 0 9 273 2 max 0 26 0.9901 20 0 26 -0.1622 26 0 26 -4.3465 26 274 min -0.0599 9 0.4764 21 0 9 -0.4769 15 0 9 -9.0338 15 275 3 max 0 26 0 26 0 26 -0.1622 26 0 26 -5.7953 26 276 min -0.0599 9 0 9 0 9 -0.4769 15 0 9 -12.0451 15 277 4 max 0 26 -0.4764 26 0 26 -0.1622 26 0 26 -4.3465 26 278 min -0.0599 9 -0.9901 15 0 9 -0.4769 15 0 9 -9.0338 15 279 5 max 0 26 -0.9528 26 0 26 -0.1622 26 0 26 0 26 280 min -0.0599 9 -1.9803 15 0 9 -0.4769 15 0 9 0 9 281 M29 1 max 0.0017 24 1.1763 18 0 26 0 26 0 26 0 26 282 min -0.0381 9 0.5563 21 -0.0006 9 0 9 0 9 0 9 283 2 max 0.0017 24 0.2676 18 0 26 0 26 0 26 -1.8847 21 284 min -0.0381 9 0.119 21 -0.0006 9 0 9 -0.0031 9 -4.0296 18 285 3 max 0.0017 24 -0.3181 24 0 26 0 26 0 26 -1.3288 21 286 min -0.0381 9 -0.6414 15 -0.0006 9 0 9 -0.0062 9 -2.9865 18 287 4 max 0.0017 24 -0.7553 24 0 26 0 26 0 26 3.1323 15 288 min -0.0381 9 -1.5501 15 -0.0006 9 0 9 -0.0094 9 1.6658 24 289 5 max 0 26 2.3285 15 0.0036 9 0 26 0 26 -0.0069 18 290 min -0.0128 12 1.2023 24 0 10 0 9 0 9 -0.0375 9 291 M30 1 max 0.0045 12 -1.202 21 0 24 0 26 0 26 0.0542 15 292 min -0.014 9 -2.3273 18 -0.003 9 0 9 0 9 0.0028 24 293 2 max 0 26 1.5965 18 0.0004 9 0 26 0 24 2.366 18 294 min -0.0465 9 0.7762 22 0 24 0 9 -0.0078 9 1.2846 22 295 3 max 0 26 0.6198 18 0.0004 9 0 26 0 24 -1.9619 24 296 min -0.0465 9 0.3063 22 0 24 0 9 -0.0052 9 -4.2852 16 297 4 max 0 26 -0.1635 24 0.0004 9 0 26 0 24 -2.3904 24 298 min -0.0465 9 -0.3571 16 0 24 0 9 -0.0026 9 -5.072 16 299 5 max 0 26 -0.6334 24 0.0004 9 0 26 0 26 0 26 300 min -0.0465 9 -1.3339 16 0 24 0 9 0 9 0 9 301 M31 1 max 0.0262 9 -1.2485 21 0 26 0 26 0 26 0.0375 9 302 min -0.1279 12 -2.4228 18 -0.0036 9 0 9 0 9 0.0069 18 177 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 27 Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 303 2 max 0 26 1.4244 15 0.0006 9 0 26 0 26 3.7933 15 304 min -0.1579 12 0.7273 22 0 10 0 9 -0.0094 9 2.0362 22 305 3 max 0 26 0.6258 15 0.0006 9 0 26 0 26 -0.8964 21 306 min -0.1579 12 0.3235 22 0 10 0 9 -0.0062 9 -1.9294 16 307 4 max 0 26 -0.0803 21 0.0006 9 0 26 0 26 -1.5753 21 308 min -0.1579 12 -0.1729 16 0 10 0 9 -0.0031 9 -3.1937 16 309 5 max 0 26 -0.4841 21 0.0006 9 0 26 0 26 0 26 310 min -0.1579 12 -0.9715 16 0 10 0 9 0 9 0 9 311 M32 1 max 0 26 1.4306 20 0 26 0.3351 20 0 26 0 26 312 min -0.1321 12 0.7234 21 0 9 0.1479 24 0 9 0 9 313 2 max 0 26 0.7153 20 0 26 0.3351 20 0 26 -2.7126 26 314 min -0.1321 12 0.3617 21 0 9 0.1479 24 0 9 -5.3648 15 315 3 max 0 26 0 26 0 26 0.3351 20 0 26 -3.6168 26 316 min -0.1321 12 0 9 0 9 0.1479 24 0 9 -7.1531 15 317 4 max 0 26 -0.3617 26 0 26 0.3351 20 0 26 -2.7126 26 318 min -0.1321 12 -0.7153 15 0 9 0.1479 24 0 9 -5.3648 15 319 5 max 0 26 -0.7234 26 0 26 0.3351 20 0 26 0 26 320 min -0.1321 12 -1.4306 15 0 9 0.1479 24 0 9 0 9 321 M33 1 max 0.0653 12 1.1336 15 0 24 0 26 0 26 0 26 322 min -0.0549 9 0.5658 22 -0.0004 9 0 9 0 9 0 9 323 2 max 0.0653 12 0.2753 15 0 24 0 26 0 24 -2.0922 26 324 min -0.0549 9 0.1318 22 -0.0004 9 0 9 -0.0026 9 -4.2259 15 325 3 max 0.0653 12 -0.3022 21 0 24 0 26 0 24 -1.5809 26 326 min -0.0549 9 -0.5832 16 -0.0004 9 0 9 -0.0052 9 -3.3029 15 327 4 max 0.0653 12 -0.7362 21 0 24 0 26 0 24 2.7733 20 328 min -0.0549 9 -1.4416 16 -0.0004 9 0 9 -0.0078 9 1.5335 21 329 5 max 0.1077 12 2.4242 15 0.003 9 0 26 0 26 -0.0028 24 330 min -0.0416 9 1.2488 24 0 24 0 9 0 9 -0.0542 15 331 M34 1 max 0.003 9 2.4243 15 0.0416 9 -0.0028 24 0 26 0 26 332 min -0.0001 12 1.2487 24 -0.1077 12 -0.0542 15 0 9 0 9 333 2 max 0.0031 9 1.1777 18 0.0259 12 -0.0028 24 0.2703 9 -4.2757 26 334 min 0 10 0.6122 21 -0.06 9 -0.0542 15 -0.126 12 -8.3551 15 335 3 max 0.0031 9 0.0764 20 0 26 -0.0028 24 0 26 -6.0953 21 336 min 0 24 0.0288 21 -0.0819 9 -0.0542 15 -0.3079 9 -11.8976 18 337 4 max 0.003 9 -0.6389 21 0.0063 9 -0.0028 24 0.4027 12 -5.2981 21 338 min -0.0001 12 -1.2969 18 -0.1043 12 -0.0542 15 0 10 -10.3516 18 339 5 max 0.0031 9 -1.202 21 0.0045 12 -0.0028 24 0 26 0 26 340 min 0 24 -2.3272 18 -0.014 9 -0.0542 15 0 9 0 9 341 M35 1 max 0.0036 9 2.3285 15 0.0128 12 -0.0069 18 0 26 0 26 342 min 0 10 1.2023 24 0 10 -0.0375 9 0 9 0 9 343 2 max 0.0037 9 1.2959 15 0.0385 9 -0.0069 18 0.1768 9 -5.4194 24 344 min 0 10 0.6379 24 -0.0748 12 -0.0375 9 -0.2481 12 -10.6841 15 345 3 max 0.0036 9 -0.03 24 0.0409 12 -0.0069 18 0.0552 9 -6.3846 24 346 min 0 10 -0.0753 15 -0.0195 9 -0.0375 9 -0.122 12 -12.6844 15 347 4 max 0.0036 9 -0.6127 24 0.0387 12 -0.0069 18 0.2068 12 -4.5179 21 348 min 0 10 -1.1757 15 -0.0198 9 -0.0375 9 -0.1082 9 -9.0419 16 349 5 max 0.0036 9 -1.2485 21 0.0262 9 -0.0069 18 0 26 0 26 350 min 0 10 -2.4229 18 -0.1279 12 -0.0375 9 0 9 0 9 351 M36 1 max 0 18 3.4073 20 0.0072 12 -0.0074 21 0 26 0 26 352 min -0.0041 9 1.1283 24 -0.0032 9 -0.0158 16 0 9 0 9 353 2 max 0 18 1.6571 20 0.0072 12 -0.0074 21 0.0392 12 -4.5886 24 354 min -0.0041 9 0.5658 24 -0.0032 9 -0.0158 16 -0.0174 9 -13.7173 16 355 3 max 0 18 0.0063 14 0.0072 12 -0.0074 21 0.0784 12 -6.1299 24 356 min -0.0041 9 -0.0941 18 -0.0032 9 -0.0158 16 -0.0347 9 -17.9538 16 357 4 max 0 18 -0.5587 26 0.0072 12 -0.0074 21 0.1175 12 -4.6239 24 178 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 28 Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 358 min -0.0041 9 -1.8443 18 -0.0032 9 -0.0158 16 -0.0521 9 -12.7095 16 359 5 max 0 12 -1.5418 24 0.0135 9 -0.0074 21 0 26 0 26 360 min -0.0041 9 -3.9722 16 -0.0303 12 -0.0158 16 0 9 0 9 361 M37 1 max 0.0153 9 2.9036 15 0.0793 9 0.0853 20 0 26 0 26 362 min 0 18 1.0974 24 -0.0078 12 0.031 21 0 9 0 9 363 2 max 0.0153 9 1.7629 15 0.0793 9 0.0853 20 0.4295 9 -4.7514 24 364 min 0 18 0.6567 24 -0.0078 12 0.031 21 -0.0421 12 -12.6403 15 365 3 max 0.0153 9 0.1988 20 0.013 12 0.0853 20 0.0848 9 -6.0004 24 366 min 0 18 0.0772 21 -0.0809 9 0.031 21 0 10 -16.0054 16 367 4 max 0.0153 9 -0.4989 26 0.0343 12 0.0853 20 0.1826 12 -4.7904 21 368 min 0 18 -1.3591 15 -0.0622 9 0.031 21 -0.2695 9 -12.5339 16 369 5 max 0.0153 9 -1.1981 21 0.0832 9 0.0853 20 0 26 0 26 370 min 0 18 -2.9283 16 -0.054 12 0.031 21 0 9 0 9 371 M38 1 max 0.0052 9 1.8305 20 0.0071 12 0.0005 15 0 26 0 26 372 min 0 10 1.052 24 -0.0031 9 0.0002 24 0 9 0 9 373 2 max 0.0052 9 0.893 20 0.0071 12 0.0005 15 0.0384 12 -4.1751 24 374 min 0 10 0.4895 24 -0.0031 9 0.0002 24 -0.0171 9 -7.3768 16 375 3 max 0.0052 9 -0.0446 20 0.0071 12 0.0005 15 0.0767 12 -5.303 24 376 min 0 10 -0.1218 12 -0.0031 9 0.0002 24 -0.0341 9 -9.6747 16 377 4 max 0.0052 9 -0.6353 26 0.0071 12 0.0005 15 0.1151 12 -3.3836 24 378 min 0 10 -1.0593 12 -0.0031 9 0.0002 24 -0.0512 9 -6.894 16 379 5 max 0.0052 9 -1.6108 24 0.0132 9 0.0005 15 0 26 0 26 380 min 0 10 -2.9106 16 -0.0297 12 0.0002 24 0 9 0 9 381 M39 1 max 0.0054 9 3.3132 18 0.022 9 0.004 9 0 26 0 26 382 min 0 10 1.2168 21 -0.0425 12 -0.0085 16 0 9 0 9 383 2 max 0.0054 9 2.1725 18 0.022 9 0.004 9 0.1194 9 -5.3985 21 384 min 0 10 0.7762 21 -0.0425 12 -0.0085 16 -0.2302 12 -14.8591 18 385 3 max 0.0053 9 0.1164 20 0.05 12 0.004 9 0.006 9 -6.7421 21 386 min 0 10 0.034 24 -0.0261 9 -0.0085 16 -0.0133 12 -18.6203 16 387 4 max 0.0053 9 -0.7013 26 0.0472 12 0.004 9 0.2448 12 -4.4856 24 388 min 0 10 -1.9192 18 -0.0222 9 -0.0085 16 -0.1177 9 -12.3199 16 389 5 max 0.0054 9 -1.5403 24 0.0349 9 0.004 9 0 26 0 26 390 min 0 10 -3.9054 16 -0.0728 12 -0.0085 16 0 9 0 9 391 M40 1 max 0 26 0.7903 20 0 26 0.2892 15 0 26 0 26 392 min -0.2974 12 0.3842 21 0 9 -0.0807 10 0 9 0 9 393 2 max 0 26 0.3952 20 0 26 0.2892 15 0 26 -0.7203 26 394 min -0.2974 12 0.1921 21 0 9 -0.0807 10 0 9 -1.4818 15 395 3 max 0 26 0 26 0 26 0.2892 15 0 26 -0.9605 26 396 min -0.2974 12 0 9 0 9 -0.0807 10 0 9 -1.9758 15 397 4 max 0 26 -0.1921 26 0 26 0.2892 15 0 26 -0.7203 26 398 min -0.2974 12 -0.3952 15 0 9 -0.0807 10 0 9 -1.4818 15 399 5 max 0 26 -0.3842 26 0 26 0.2892 15 0 26 0 26 400 min -0.2974 12 -0.7903 15 0 9 -0.0807 10 0 9 0 9 401 M41 1 max 0 26 0.7903 20 0 26 5.5248 15 0 26 0 26 402 min -0.1449 12 0.3842 21 0 9 2.3883 24 0 9 0 9 403 2 max 0 26 0.3952 20 0 26 5.5248 15 0 26 -0.7203 26 404 min -0.1449 12 0.1921 21 0 9 2.3883 24 0 9 -1.4818 15 405 3 max 0 26 0 26 0 26 5.5248 15 0 26 -0.9605 26 406 min -0.1449 12 0 9 0 9 2.3883 24 0 9 -1.9758 15 407 4 max 0 26 -0.1921 26 0 26 5.5248 15 0 26 -0.7203 26 408 min -0.1449 12 -0.3952 15 0 9 2.3883 24 0 9 -1.4818 15 409 5 max 0 26 -0.3842 26 0 26 5.5248 15 0 26 0 26 410 min -0.1449 12 -0.7903 15 0 9 2.3883 24 0 9 0 9 411 M42 1 max 0 26 0.7769 20 0 26 -2.4326 24 0 26 0 26 412 min -0.335 12 0.3762 21 0 9 -5.7918 15 0 9 0 9 179 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 29 Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 413 2 max 0 26 0.3885 20 0 26 -2.4326 24 0 26 -0.7053 26 414 min -0.335 12 0.1881 21 0 9 -5.7918 15 0 9 -1.4568 15 415 3 max 0 26 0 26 0 26 -2.4326 24 0 26 -0.9404 26 416 min -0.335 12 0 9 0 9 -5.7918 15 0 9 -1.9424 15 417 4 max 0 26 -0.1881 26 0 26 -2.4326 24 0 26 -0.7053 26 418 min -0.335 12 -0.3885 15 0 9 -5.7918 15 0 9 -1.4568 15 419 5 max 0 26 -0.3762 26 0 26 -2.4326 24 0 26 0 26 420 min -0.335 12 -0.7769 15 0 9 -5.7918 15 0 9 0 9 421 M43 1 max 0 26 0.7769 20 0 26 3.4897 9 0 26 0 26 422 min -0.2509 12 0.3762 21 0 9 2.0921 24 0 9 0 9 423 2 max 0 26 0.3885 20 0 26 3.4897 9 0 26 -0.7053 26 424 min -0.2509 12 0.1881 21 0 9 2.0921 24 0 9 -1.4568 15 425 3 max 0 26 0 26 0 26 3.4897 9 0 26 -0.9404 26 426 min -0.2509 12 0 9 0 9 2.0921 24 0 9 -1.9424 15 427 4 max 0 26 -0.1881 26 0 26 3.4897 9 0 26 -0.7053 26 428 min -0.2509 12 -0.3885 15 0 9 2.0921 24 0 9 -1.4568 15 429 5 max 0 26 -0.3762 26 0 26 3.4897 9 0 26 0 26 430 min -0.2509 12 -0.7769 15 0 9 2.0921 24 0 9 0 9 431 M44 1 max 0 26 0.7769 20 0 26 -1.9161 24 0 26 0 26 432 min -0.2877 12 0.3762 21 0 9 -3.1962 9 0 9 0 9 433 2 max 0 26 0.3885 20 0 26 -1.9161 24 0 26 -0.7053 26 434 min -0.2877 12 0.1881 21 0 9 -3.1962 9 0 9 -1.4568 15 435 3 max 0 26 0 26 0 26 -1.9161 24 0 26 -0.9404 26 436 min -0.2877 12 0 9 0 9 -3.1962 9 0 9 -1.9424 15 437 4 max 0 26 -0.1881 26 0 26 -1.9161 24 0 26 -0.7053 26 438 min -0.2877 12 -0.3885 15 0 9 -3.1962 9 0 9 -1.4568 15 439 5 max 0 26 -0.3762 26 0 26 -1.9161 24 0 26 0 26 440 min -0.2877 12 -0.7769 15 0 9 -3.1962 9 0 9 0 9 441 M45 1 max 0.9662 9 3.0272 15 0.1885 9 3.0578 18 0 26 0 26 442 min 0 10 1.3692 22 0 10 1.2315 22 0 9 0 9 443 2 max 0.9662 9 2.821 15 0.1885 9 3.0578 18 1.0215 9 -7.0826 26 444 min 0 10 1.2455 22 0 10 1.2315 22 0 10 -15.8414 15 445 3 max 0 26 -0.0724 26 0.8593 9 -0.4904 26 0 26 -7.8467 26 446 min -0.0603 12 -0.1285 9 0 10 -1.1621 15 -0.7009 9 -17.3167 15 447 4 max 0 26 -0.5809 26 0 26 -0.4991 26 0.2023 12 -5.87 21 448 min -1.5233 9 -1.1825 15 -0.7332 9 -1.1914 18 -0.2215 9 -13.2103 16 449 5 max 0 26 -1.4455 21 0.2725 9 -0.4991 26 0 26 0 26 450 min -0.9644 9 -3.2481 16 0 10 -1.1914 18 0 9 0 9 451 M46 1 max 0 26 2.9692 20 0.1883 9 -1.0366 21 0 26 0 26 452 min -0.9542 9 1.3508 21 0 10 -2.5588 16 0 9 0 9 453 2 max 0 26 2.763 20 0.1883 9 -1.0366 21 1.0202 9 -6.9828 21 454 min -0.9542 9 1.2271 21 0 10 -2.5588 16 0 10 -15.5273 16 455 3 max 0.0621 12 -0.0922 21 0.8574 9 0.9639 20 0 26 -7.5883 21 456 min 0 10 -0.181 16 0 10 0.4144 21 -0.7067 9 -16.6316 16 457 4 max 1.5373 9 -0.5739 21 0 26 0.9774 20 0.202 12 -5.6679 26 458 min 0 10 -1.1517 16 -0.7316 9 0.417 21 -0.2193 9 -12.6654 18 459 5 max 0.9762 9 -1.4175 26 0.2714 9 0.9774 20 0 26 0 26 460 min 0 10 -3.1459 18 0 10 0.417 21 0 9 0 9 461 M47 1 max 0 26 2.0735 15 0.6114 9 0.0119 14 0 26 -1.5034 21 462 min -1.5986 9 0.9129 22 0 10 -0.0125 15 -0.2723 12 -3.6328 16 463 2 max 0 26 1.2363 15 0.6114 9 0.0119 14 1.7833 9 -3.7285 21 464 min -1.5986 9 0.5699 22 0 10 -0.0125 15 0 10 -8.5957 16 465 3 max 0.0098 9 0.0617 15 0 26 -0.0452 26 0 26 -4.5075 26 466 min -0.0074 12 0.022 22 -0.9974 9 -0.1224 15 -0.0081 12 -10.3256 18 467 4 max 1.6166 9 -0.5257 21 0.6124 9 -0.0929 26 0 26 -3.8618 26 180 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 30 Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 468 min 0 10 -1.1216 16 0 10 -0.2203 15 -1.7874 9 -8.9379 18 469 5 max 1.6166 9 -0.8687 21 0.6124 9 -0.0929 26 0.2713 12 -1.7696 26 470 min 0 10 -1.9588 16 0 10 -0.2203 15 0 10 -4.3178 18 471 M48 1 max 0 26 0.4758 20 0 26 -0.1817 26 0 26 0 26 472 min -0.1622 12 0.1561 22 0 9 -0.4001 15 0 9 0 9 473 2 max 0 26 0.2379 20 0 26 -0.1817 26 0 26 -0.1464 26 474 min -0.1622 12 0.0781 22 0 9 -0.4001 15 0 9 -0.4461 15 475 3 max 0 26 0 26 0 26 -0.1817 26 0 26 -0.1952 26 476 min -0.1622 12 0 9 0 9 -0.4001 15 0 9 -0.5948 15 477 4 max 0 26 -0.0781 24 0 26 -0.1817 26 0 26 -0.1464 26 478 min -0.1622 12 -0.2379 15 0 9 -0.4001 15 0 9 -0.4461 15 479 5 max 0 26 -0.1561 24 0 26 -0.1817 26 0 26 0 26 480 min -0.1622 12 -0.4758 15 0 9 -0.4001 15 0 9 0 9 481 M49 1 max 2.2738 9 0.2065 14 0 26 -0.0739 24 0 26 0 26 482 min 0 10 0.1239 21 0 9 -0.1557 16 0 9 0 9 483 2 max 2.2738 9 0.1032 14 0 26 -0.0739 24 0 26 -0.1233 26 484 min 0 10 0.0619 21 0 9 -0.1557 16 0 9 -0.2054 9 485 3 max 2.2738 9 0 26 0 26 -0.0739 24 0 26 -0.1643 26 486 min 0 10 0 9 0 9 -0.1557 16 0 9 -0.2739 9 487 4 max 2.2738 9 -0.0619 26 0 26 -0.0739 24 0 26 -0.1233 26 488 min 0 10 -0.1032 15 0 9 -0.1557 16 0 9 -0.2054 9 489 5 max 2.2738 9 -0.1239 26 0 26 -0.0739 24 0 26 0 26 490 min 0 10 -0.2065 15 0 9 -0.1557 16 0 9 0 9 491 M50 1 max 0 26 0.2065 14 0 26 0.1385 15 0 26 0 26 492 min -2.2755 9 0.1239 21 0 9 0.0674 22 0 9 0 9 493 2 max 0 26 0.1032 14 0 26 0.1385 15 0 26 -0.1233 24 494 min -2.2755 9 0.0619 21 0 9 0.0674 22 0 9 -0.2054 9 495 3 max 0 26 0 26 0 26 0.1385 15 0 26 -0.1643 26 496 min -2.2755 9 0 9 0 9 0.0674 22 0 9 -0.2739 10 497 4 max 0 26 -0.0619 26 0 26 0.1385 15 0 26 -0.1233 26 498 min -2.2755 9 -0.1032 15 0 9 0.0674 22 0 9 -0.2054 9 499 5 max 0 26 -0.1239 26 0 26 0.1385 15 0 26 0 26 500 min -2.2755 9 -0.2065 15 0 9 0.0674 22 0 9 0 9 501 M51 1 max 2.1116 9 0.2063 14 0 26 0.0415 18 0 26 0 26 502 min 0 10 0.1238 21 0 9 0.0124 22 0 9 0 9 503 2 max 2.1116 9 0.1031 14 0 26 0.0415 18 0 26 -0.123 26 504 min 0 10 0.0619 21 0 9 0.0124 22 0 9 -0.205 9 505 3 max 2.1116 9 0 26 0 26 0.0415 18 0 26 -0.164 24 506 min 0 10 0 9 0 9 0.0124 22 0 9 -0.2733 9 507 4 max 2.1116 9 -0.0619 26 0 26 0.0415 18 0 26 -0.123 24 508 min 0 10 -0.1031 15 0 9 0.0124 22 0 9 -0.205 9 509 5 max 2.1116 9 -0.1238 26 0 26 0.0415 18 0 26 0 26 510 min 0 10 -0.2063 15 0 9 0.0124 22 0 9 0 9 511 M52 1 max 0 26 0.2063 20 0 26 -0.0036 21 0 26 0 26 512 min -2.1134 9 0.1238 21 0 9 -0.0193 18 0 9 0 9 513 2 max 0 26 0.1031 20 0 26 -0.0036 21 0 26 -0.123 24 514 min -2.1134 9 0.0619 21 0 9 -0.0193 18 0 9 -0.205 15 515 3 max 0 26 0 26 0 26 -0.0036 21 0 26 -0.164 24 516 min -2.1134 9 0 9 0 9 -0.0193 18 0 9 -0.2733 15 517 4 max 0 26 -0.0619 26 0 26 -0.0036 21 0 26 -0.123 26 518 min -2.1134 9 -0.1031 9 0 9 -0.0193 18 0 9 -0.205 15 519 5 max 0 26 -0.1238 26 0 26 -0.0036 21 0 26 0 26 520 min -2.1134 9 -0.2063 9 0 9 -0.0193 18 0 9 0 9 521 M53 1 max 0 26 1.6001 20 0 26 0.7841 15 0 26 0 26 522 min -0.0254 24 0.5904 21 0 9 0.4439 24 0 9 0 9 181 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 31 Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 523 2 max 0 26 0.8001 20 0 26 0.7841 15 0 26 -2.1398 26 524 min -0.0254 24 0.2952 21 0 9 0.4439 24 0 9 -5.7995 15 525 3 max 0 26 0 26 0 26 0.7841 15 0 26 -2.8531 26 526 min -0.0254 24 0 9 0 9 0.4439 24 0 9 -7.7327 15 527 4 max 0 26 -0.2952 26 0 26 0.7841 15 0 26 -2.1398 26 528 min -0.0254 24 -0.8001 15 0 9 0.4439 24 0 9 -5.7995 15 529 5 max 0 26 -0.5904 26 0 26 0.7841 15 0 26 0 26 530 min -0.0254 24 -1.6001 15 0 9 0.4439 24 0 9 0 9 531 M54 1 max 0 26 2.0141 20 0 26 -0.1805 26 0 26 0 26 532 min -0.2068 12 0.7431 21 0 9 -0.5248 15 0 9 0 9 533 2 max 0 26 1.007 20 0 26 -0.1805 26 0 26 -3.39 26 534 min -0.2068 12 0.3716 21 0 9 -0.5248 15 0 9 -9.1878 15 535 3 max 0 26 0 26 0 26 -0.1805 26 0 26 -4.52 26 536 min -0.2068 12 0 9 0 9 -0.5248 15 0 9 -12.2505 15 537 4 max 0 26 -0.3716 26 0 26 -0.1805 26 0 26 -3.39 26 538 min -0.2068 12 -1.007 15 0 9 -0.5248 15 0 9 -9.1878 15 539 5 max 0 26 -0.7431 26 0 26 -0.1805 26 0 26 0 26 540 min -0.2068 12 -2.0141 15 0 9 -0.5248 15 0 9 0 9 541 M55 1 max 0 15 1.7384 20 0 26 -0.2283 21 0 26 0 26 542 min -0.0477 12 0.6414 21 0 9 -0.386 12 0 9 0 9 543 2 max 0 15 0.8692 20 0 26 -0.2283 21 0 26 -2.5256 26 544 min -0.0477 12 0.3207 21 0 9 -0.386 12 0 9 -6.8449 15 545 3 max 0 15 0 26 0 26 -0.2283 21 0 26 -3.3674 26 546 min -0.0477 12 0 9 0 9 -0.386 12 0 9 -9.1266 15 547 4 max 0 15 -0.3207 26 0 26 -0.2283 21 0 26 -2.5256 26 548 min -0.0477 12 -0.8692 15 0 9 -0.386 12 0 9 -6.8449 15 549 5 max 0 15 -0.6414 26 0 26 -0.2283 21 0 26 0 26 550 min -0.0477 12 -1.7384 15 0 9 -0.386 12 0 9 0 9 551 M56 1 max 0.0039 9 0.8942 20 0 26 -0.0807 24 0 26 0 26 552 min -0.0028 12 0.2951 21 0 9 -0.1851 15 0 9 0 9 553 2 max 0.0039 9 0.4471 20 0 26 -0.0807 24 0 26 -0.5162 26 554 min -0.0028 12 0.1475 21 0 9 -0.1851 15 0 9 -1.5642 15 555 3 max 0.0039 9 0 26 0 26 -0.0807 24 0 26 -0.6883 26 556 min -0.0028 12 0 9 0 9 -0.1851 15 0 9 -2.0857 15 557 4 max 0.0039 9 -0.1475 26 0 26 -0.0807 24 0 26 -0.5162 26 558 min -0.0028 12 -0.4471 15 0 9 -0.1851 15 0 9 -1.5642 15 559 5 max 0.0039 9 -0.2951 26 0 26 -0.0807 24 0 26 0 26 560 min -0.0028 12 -0.8942 15 0 9 -0.1851 15 0 9 0 9 561 M57 1 max 0 26 1.6279 20 0 26 -0.326 26 0 26 0 26 562 min -0.0612 9 0.7832 21 0 9 -0.7487 18 0 9 0 9 563 2 max 0 26 0.8139 20 0 26 -0.326 26 0 26 -2.9371 26 564 min -0.0612 9 0.3916 21 0 9 -0.7487 18 0 9 -6.1045 15 565 3 max 0 26 0 26 0 26 -0.326 26 0 26 -3.9161 26 566 min -0.0612 9 0 9 0 9 -0.7487 18 0 9 -8.1393 15 567 4 max 0 26 -0.3916 26 0 26 -0.326 26 0 26 -2.9371 26 568 min -0.0612 9 -0.8139 15 0 9 -0.7487 18 0 9 -6.1045 15 569 5 max 0 26 -0.7832 26 0 26 -0.326 26 0 26 0 26 570 min -0.0612 9 -1.6279 15 0 9 -0.7487 18 0 9 0 9 571 M58 1 max 0 26 1.6556 20 0 26 -0.3012 21 0 26 0 26 572 min -0.13 12 0.6109 21 0 9 -0.7003 18 0 9 0 9 573 2 max 0 26 0.8278 20 0 26 -0.3012 21 0 26 -2.2908 26 574 min -0.13 12 0.3054 21 0 9 -0.7003 18 0 9 -6.2085 15 575 3 max 0 26 0 26 0 26 -0.3012 21 0 26 -3.0543 26 576 min -0.13 12 0 9 0 9 -0.7003 18 0 9 -8.2781 15 577 4 max 0 26 -0.3054 26 0 26 -0.3012 21 0 26 -2.2908 26 182 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 32 Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 578 min -0.13 12 -0.8278 15 0 9 -0.7003 18 0 9 -6.2085 15 579 5 max 0 26 -0.6109 26 0 26 -0.3012 21 0 26 0 26 580 min -0.13 12 -1.6556 15 0 9 -0.7003 18 0 9 0 9 581 M59 1 max 0.5622 9 2.6446 15 0.0026 9 -0.4514 21 0 26 0 26 582 min -0.4778 12 1.3685 24 0 10 -1.074 18 0 9 0 9 583 2 max 0.5622 9 1.7806 15 0.0026 9 -0.4514 21 0.0131 9 -5.7884 24 584 min -0.4778 12 0.9468 24 0 10 -1.074 18 0 10 -11.0629 15 585 3 max 0.5622 9 -0.5252 24 0 26 -0.4514 21 0.0262 9 -9.4687 24 586 min -0.4778 12 -0.9166 15 -0.0026 9 -1.074 18 0 10 -17.8061 15 587 4 max 0.5591 9 -0.9469 24 0 26 -0.4514 21 0.0131 9 -5.7885 24 588 min -0.4707 12 -1.7806 15 -0.0026 9 -1.074 18 0 10 -11.0631 15 589 5 max 0.5591 9 -1.3685 24 0 26 -0.4514 21 0 26 0 26 590 min -0.4707 12 -2.6446 15 -0.0026 9 -1.074 18 0 9 0 9 591 M60 1 max 0 26 4.7229 20 0.0003 9 1.687 15 0 26 0 26 592 min -0.4906 12 1.854 24 0 10 0.6345 24 0 9 0 9 593 2 max 0 26 3.7904 20 0.0003 9 1.687 15 0.002 9 -10.1579 24 594 min -0.4906 12 1.4861 24 0 10 0.6345 24 0 10 -25.8907 16 595 3 max 0 26 -0.4205 24 0.0044 9 1.687 15 0.0128 9 -14.7388 24 596 min -0.5209 12 -1.1143 16 0 18 0.6345 24 0 18 -37.494 16 597 4 max 0 26 -0.7884 24 0.0044 9 1.687 15 0.0395 9 -11.062 24 598 min -0.5209 12 -2.0468 16 0 18 0.6345 24 -0.0001 18 -27.8801 16 599 5 max 0 26 -2.3527 24 0 18 1.687 15 0 26 0 26 600 min -0.5749 12 -5.9077 16 -0.0109 9 0.6345 24 0 9 0 9 601 M61 1 max 0 26 1.7403 20 0 26 0.6733 15 0 26 0 26 602 min -0.0601 9 0.88 21 0 9 0.2515 24 0 9 0 9 603 2 max 0 26 0.8702 20 0 26 0.6733 15 0 26 -4.0143 26 604 min -0.0601 9 0.44 21 0 9 0.2515 24 0 9 -7.9392 15 605 3 max 0 26 0 26 0 26 0.6733 15 0 26 -5.3525 26 606 min -0.0601 9 0 9 0 9 0.2515 24 0 9 -10.5856 15 607 4 max 0 26 -0.44 26 0 26 0.6733 15 0 26 -4.0143 26 608 min -0.0601 9 -0.8702 15 0 9 0.2515 24 0 9 -7.9392 15 609 5 max 0 26 -0.88 26 0 26 0.6733 15 0 26 0 26 610 min -0.0601 9 -1.7403 15 0 9 0.2515 24 0 9 0 9 611 M62 1 max 0.1601 9 0.4218 20 0 26 -0.4488 24 0 26 0 26 612 min -0.0208 12 0.1381 21 0 9 -1.0393 16 0 9 0 9 613 2 max 0.1601 9 0.2109 20 0 26 -0.4488 24 0 26 -0.1121 26 614 min -0.0208 12 0.0691 21 0 9 -1.0393 16 0 9 -0.3425 15 615 3 max 0.1601 9 0 26 0 26 -0.4488 24 0 26 -0.1495 26 616 min -0.0208 12 0 9 0 9 -1.0393 16 0 9 -0.4566 15 617 4 max 0.1601 9 -0.0691 26 0 26 -0.4488 24 0 26 -0.1121 26 618 min -0.0208 12 -0.2109 15 0 9 -1.0393 16 0 9 -0.3425 15 619 5 max 0.1601 9 -0.1381 26 0 26 -0.4488 24 0 26 0 26 620 min -0.0208 12 -0.4218 15 0 9 -1.0393 16 0 9 0 9 621 M63 1 max 0 26 0.295 20 0 26 0.1451 9 0 26 0 26 622 min -0.1672 9 0.0974 22 0 9 0.0865 24 0 9 0 9 623 2 max 0 26 0.1475 20 0 26 0.1451 9 0 26 -0.0548 26 624 min -0.1672 9 0.0487 22 0 9 0.0865 24 0 9 -0.1659 15 625 3 max 0 26 0 26 0 26 0.1451 9 0 26 -0.073 26 626 min -0.1672 9 0 9 0 9 0.0865 24 0 9 -0.2213 15 627 4 max 0 26 -0.0487 21 0 26 0.1451 9 0 26 -0.0548 26 628 min -0.1672 9 -0.1475 15 0 9 0.0865 24 0 9 -0.1659 15 629 5 max 0 26 -0.0974 21 0 26 0.1451 9 0 26 0 26 630 min -0.1672 9 -0.295 15 0 9 0.0865 24 0 9 0 9 631 M64 1 max 0 26 0.3934 20 0 26 -0.5981 21 0 26 0 26 632 min -0.6596 9 0.1298 21 0 9 -1.2419 16 0 9 0 9 183 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 33 Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 633 2 max 0 26 0.1967 20 0 26 -0.5981 21 0 26 -0.0974 26 634 min -0.6596 9 0.0649 21 0 9 -1.2419 16 0 9 -0.295 15 635 3 max 0 26 0 26 0 26 -0.5981 21 0 26 -0.1298 26 636 min -0.6596 9 0 9 0 9 -1.2419 16 0 9 -0.3934 15 637 4 max 0 26 -0.0649 26 0 26 -0.5981 21 0 26 -0.0974 26 638 min -0.6596 9 -0.1967 15 0 9 -1.2419 16 0 9 -0.295 15 639 5 max 0 26 -0.1298 26 0 26 -0.5981 21 0 26 0 26 640 min -0.6596 9 -0.3934 15 0 9 -1.2419 16 0 9 0 9 641 M65 1 max 0.0313 12 0.2871 20 0 26 -0.8857 21 0 26 0 26 642 min 0 10 0.0947 22 0 9 -1.7905 18 0 9 0 9 643 2 max 0.0313 12 0.1436 20 0 26 -0.8857 21 0 26 -0.0532 26 644 min 0 10 0.0473 22 0 9 -1.7905 18 0 9 -0.1615 15 645 3 max 0.0313 12 0 26 0 26 -0.8857 21 0 26 -0.071 26 646 min 0 10 0 9 0 9 -1.7905 18 0 9 -0.2154 15 647 4 max 0.0313 12 -0.0473 21 0 26 -0.8857 21 0 26 -0.0532 26 648 min 0 10 -0.1436 15 0 9 -1.7905 18 0 9 -0.1615 15 649 5 max 0.0313 12 -0.0947 21 0 26 -0.8857 21 0 26 0 26 650 min 0 10 -0.2871 15 0 9 -1.7905 18 0 9 0 9 651 M66 1 max 0.1111 9 0.2485 20 0 26 -1.6023 21 0 26 0 26 652 min 0 10 0.083 22 0 9 -3.1539 18 0 9 0 9 653 2 max 0.1111 9 0.1243 20 0 26 -1.6023 21 0 26 -0.0467 26 654 min 0 10 0.0415 22 0 9 -3.1539 18 0 9 -0.1398 15 655 3 max 0.1111 9 0 26 0 26 -1.6023 21 0 26 -0.0622 26 656 min 0 10 0 9 0 9 -3.1539 18 0 9 -0.1864 15 657 4 max 0.1111 9 -0.0415 21 0 26 -1.6023 21 0 26 -0.0467 26 658 min 0 10 -0.1243 15 0 9 -3.1539 18 0 9 -0.1398 15 659 5 max 0.1111 9 -0.083 21 0 26 -1.6023 21 0 26 0 26 660 min 0 10 -0.2485 15 0 9 -3.1539 18 0 9 0 9 661 M67 1 max 0.0203 9 0.2204 20 0 26 4.6973 18 0 26 0 26 662 min -0.1088 12 0.0749 24 0 9 2.3424 21 0 9 0 9 663 2 max 0.0203 9 0.1102 20 0 26 4.6973 18 0 26 -0.0421 24 664 min -0.1088 12 0.0374 24 0 9 2.3424 21 0 9 -0.124 15 665 3 max 0.0203 9 0 26 0 26 4.6973 18 0 26 -0.0561 24 666 min -0.1088 12 0 9 0 9 2.3424 21 0 9 -0.1653 15 667 4 max 0.0203 9 -0.0374 26 0 26 4.6973 18 0 26 -0.0421 24 668 min -0.1088 12 -0.1102 15 0 9 2.3424 21 0 9 -0.124 15 669 5 max 0.0203 9 -0.0749 26 0 26 4.6973 18 0 26 0 26 670 min -0.1088 12 -0.2204 15 0 9 2.3424 21 0 9 0 9 671 M68 1 max 0.6802 9 0.4917 15 0 26 0.9571 15 0 26 0 26 672 min 0 10 0.1623 21 0 9 0.4619 24 0 9 0 9 673 2 max 0.6802 9 0.2458 15 0 26 0.9571 15 0 26 -0.1521 26 674 min 0 10 0.0811 21 0 9 0.4619 24 0 9 -0.461 15 675 3 max 0.6802 9 0 26 0 26 0.9571 15 0 26 -0.2028 26 676 min 0 10 0 9 0 9 0.4619 24 0 9 -0.6146 15 677 4 max 0.6802 9 -0.0811 26 0 26 0.9571 15 0 26 -0.1521 26 678 min 0 10 -0.2458 16 0 9 0.4619 24 0 9 -0.461 15 679 5 max 0.6802 9 -0.1623 26 0 26 0.9571 15 0 26 0 26 680 min 0 10 -0.4917 16 0 9 0.4619 24 0 9 0 9 681 M69 1 max 0 26 0.4142 20 0 26 -0.654 24 0 26 0 26 682 min -0.603 9 0.1383 21 0 9 -1.3735 15 0 9 0 9 683 2 max 0 26 0.2071 20 0 26 -0.654 24 0 26 -0.1296 26 684 min -0.603 9 0.0691 21 0 9 -1.3735 15 0 9 -0.3883 15 685 3 max 0 26 0 26 0 26 -0.654 24 0 26 -0.1728 26 686 min -0.603 9 0 9 0 9 -1.3735 15 0 9 -0.5177 15 687 4 max 0 26 -0.0691 26 0 26 -0.654 24 0 26 -0.1296 26 184 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 34 Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 688 min -0.603 9 -0.2071 15 0 9 -1.3735 15 0 9 -0.3883 15 689 5 max 0 26 -0.1383 26 0 26 -0.654 24 0 26 0 26 690 min -0.603 9 -0.4142 15 0 9 -1.3735 15 0 9 0 9 691 M70 1 max 0.0877 12 0.2204 20 0 26 -2.2184 24 0 26 0 26 692 min -0.0336 9 0.0749 24 0 9 -4.3663 15 0 9 0 9 693 2 max 0.0877 12 0.1102 20 0 26 -2.2184 24 0 26 -0.0421 26 694 min -0.0336 9 0.0374 24 0 9 -4.3663 15 0 9 -0.124 15 695 3 max 0.0877 12 0 26 0 26 -2.2184 24 0 26 -0.0561 24 696 min -0.0336 9 0 9 0 9 -4.3663 15 0 9 -0.1653 15 697 4 max 0.0877 12 -0.0374 26 0 26 -2.2184 24 0 26 -0.0421 24 698 min -0.0336 9 -0.1102 15 0 9 -4.3663 15 0 9 -0.124 15 699 5 max 0.0877 12 -0.0749 26 0 26 -2.2184 24 0 26 0 26 700 min -0.0336 9 -0.2204 15 0 9 -4.3663 15 0 9 0 9 701 M71 1 max 0.0047 9 0.295 15 0 26 0.0055 15 0 26 0 26 702 min -0.0315 12 0.0974 24 0 9 -0.0855 12 0 9 0 9 703 2 max 0.0047 9 0.1475 15 0 26 0.0055 15 0 26 -0.0548 24 704 min -0.0315 12 0.0487 24 0 9 -0.0855 12 0 9 -0.1659 15 705 3 max 0.0047 9 0 26 0 26 0.0055 15 0 26 -0.073 24 706 min -0.0315 12 0 9 0 9 -0.0855 12 0 9 -0.2213 15 707 4 max 0.0047 9 -0.0487 21 0 26 0.0055 15 0 26 -0.0548 24 708 min -0.0315 12 -0.1475 16 0 9 -0.0855 12 0 9 -0.1659 15 709 5 max 0.0047 9 -0.0974 21 0 26 0.0055 15 0 26 0 26 710 min -0.0315 12 -0.295 16 0 9 -0.0855 12 0 9 0 9 711 M72 1 max 0.0022 12 0.2871 20 0 26 1.6797 15 0 26 0 26 712 min 0 10 0.0947 22 0 9 0.8456 24 0 9 0 9 713 2 max 0.0022 12 0.1436 20 0 26 1.6797 15 0 26 -0.0532 26 714 min 0 10 0.0473 22 0 9 0.8456 24 0 9 -0.1615 15 715 3 max 0.0022 12 0 26 0 26 1.6797 15 0 26 -0.071 26 716 min 0 10 0 9 0 9 0.8456 24 0 9 -0.2154 15 717 4 max 0.0022 12 -0.0473 21 0 26 1.6797 15 0 26 -0.0532 26 718 min 0 10 -0.1436 15 0 9 0.8456 24 0 9 -0.1615 15 719 5 max 0.0022 12 -0.0947 21 0 26 1.6797 15 0 26 0 26 720 min 0 10 -0.2871 15 0 9 0.8456 24 0 9 0 9 721 M73 1 max 0.0067 12 0.2485 20 0 26 2.8463 15 0 26 0 26 722 min -0.0323 9 0.083 22 0 9 1.4957 24 0 9 0 9 723 2 max 0.0067 12 0.1243 20 0 26 2.8463 15 0 26 -0.0467 26 724 min -0.0323 9 0.0415 22 0 9 1.4957 24 0 9 -0.1398 15 725 3 max 0.0067 12 0 26 0 26 2.8463 15 0 26 -0.0622 26 726 min -0.0323 9 0 9 0 9 1.4957 24 0 9 -0.1864 15 727 4 max 0.0067 12 -0.0415 21 0 26 2.8463 15 0 26 -0.0467 26 728 min -0.0323 9 -0.1243 18 0 9 1.4957 24 0 9 -0.1398 15 729 5 max 0.0067 12 -0.083 21 0 26 2.8463 15 0 26 0 26 730 min -0.0323 9 -0.2485 18 0 9 1.4957 24 0 9 0 9 731 M74 1 max 0.3775 9 0.3314 20 0 26 1.7587 20 0 26 0 26 732 min 0 10 0.1106 21 0 9 0.8405 21 0 9 0 9 733 2 max 0.3775 9 0.1657 20 0 26 1.7587 20 0 26 -0.083 26 734 min 0 10 0.0553 21 0 9 0.8405 21 0 9 -0.2485 15 735 3 max 0.3775 9 0 26 0 26 1.7587 20 0 26 -0.1106 26 736 min 0 10 0 9 0 9 0.8405 21 0 9 -0.3314 15 737 4 max 0.3775 9 -0.0553 26 0 26 1.7587 20 0 26 -0.083 26 738 min 0 10 -0.1657 15 0 9 0.8405 21 0 9 -0.2485 15 739 5 max 0.3775 9 -0.1106 26 0 26 1.7587 20 0 26 0 26 740 min 0 10 -0.3314 15 0 9 0.8405 21 0 9 0 9 741 M75 1 max 0.1814 12 0.2601 20 0 26 2.9429 18 0 26 0 26 742 min 0 10 0.0866 22 0 9 1.4806 21 0 9 0 9 185 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 35 Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 743 2 max 0.1814 12 0.1301 20 0 26 2.9429 18 0 26 -0.0487 26 744 min 0 10 0.0433 22 0 9 1.4806 21 0 9 -0.1463 15 745 3 max 0.1814 12 0 26 0 26 2.9429 18 0 26 -0.0649 26 746 min 0 10 0 9 0 9 1.4806 21 0 9 -0.1951 15 747 4 max 0.1814 12 -0.0433 21 0 26 2.9429 18 0 26 -0.0487 26 748 min 0 10 -0.1301 18 0 9 1.4806 21 0 9 -0.1463 15 749 5 max 0.1814 12 -0.0866 21 0 26 2.9429 18 0 26 0 26 750 min 0 10 -0.2601 18 0 9 1.4806 21 0 9 0 9 751 M76 1 max 0 26 0.1855 20 0 26 -2.0252 21 0 26 0 26 752 min -0.1481 12 0.0641 21 0 9 -3.964 18 0 9 0 9 753 2 max 0 26 0.0928 20 0 26 -2.0252 21 0 26 -0.036 26 754 min -0.1481 12 0.032 21 0 9 -3.964 18 0 9 -0.1044 15 755 3 max 0 26 0 26 0 26 -2.0252 21 0 26 -0.048 26 756 min -0.1481 12 0 9 0 9 -3.964 18 0 9 -0.1391 15 757 4 max 0 26 -0.032 26 0 26 -2.0252 21 0 26 -0.036 26 758 min -0.1481 12 -0.0928 15 0 9 -3.964 18 0 9 -0.1044 15 759 5 max 0 26 -0.0641 26 0 26 -2.0252 21 0 26 0 26 760 min -0.1481 12 -0.1855 15 0 9 -3.964 18 0 9 0 9 761 M77 1 max 0.0534 9 0.2601 20 0 26 -1.3715 24 0 26 0 26 762 min -0.0842 12 0.0866 24 0 9 -2.6398 15 0 9 0 9 763 2 max 0.0534 9 0.1301 20 0 26 -1.3715 24 0 26 -0.0487 24 764 min -0.0842 12 0.0433 24 0 9 -2.6398 15 0 9 -0.1463 15 765 3 max 0.0534 9 0 26 0 26 -1.3715 24 0 26 -0.0649 24 766 min -0.0842 12 0 9 0 9 -2.6398 15 0 9 -0.1951 15 767 4 max 0.0534 9 -0.0433 26 0 26 -1.3715 24 0 26 -0.0487 26 768 min -0.0842 12 -0.1301 18 0 9 -2.6398 15 0 9 -0.1463 15 769 5 max 0.0534 9 -0.0866 26 0 26 -1.3715 24 0 26 0 26 770 min -0.0842 12 -0.2601 18 0 9 -2.6398 15 0 9 0 9 771 M78 1 max 0.1599 12 0.1855 20 0 26 3.5655 15 0 26 0 26 772 min -0.0137 9 0.0641 24 0 9 1.8814 24 0 9 0 9 773 2 max 0.1599 12 0.0928 20 0 26 3.5655 15 0 26 -0.036 24 774 min -0.0137 9 0.032 24 0 9 1.8814 24 0 9 -0.1044 15 775 3 max 0.1599 12 0 26 0 26 3.5655 15 0 26 -0.048 24 776 min -0.0137 9 0 9 0 9 1.8814 24 0 9 -0.1391 15 777 4 max 0.1599 12 -0.032 26 0 26 3.5655 15 0 26 -0.036 24 778 min -0.0137 9 -0.0928 15 0 9 1.8814 24 0 9 -0.1044 15 779 5 max 0.1599 12 -0.0641 26 0 26 3.5655 15 0 26 0 26 780 min -0.0137 9 -0.1855 15 0 9 1.8814 24 0 9 0 9 Envelope Maximum Member Section Forces Member Axial[k]Loc[ft]LC y Shear[k]Loc[ft]LC z Shear[k]Loc[ft]LCTorque[k-ft]Loc[ft]LC y-y Moment[k-ft]Loc[ft]LC z-z Moment[k-ft]Loc[ft]LC 1 M1 max 17.1871 0 15 3.7631 15 9 0.1657 15 9 0.4591 15 9 66.0238 0 12 56.4467 0 9 2 min 7.1724 15 22 0 0 10 -4.4016 0 12 -2.2259 0 12 -2.4854 0 9 0 0 10 3 M2 max 10.8399 0 20 3.7611 15 9 0 15 26 0.6668 15 9 51.9689 0 12 56.4158 0 9 4 min 4.4915 15 21 0 0 10 -3.4646 0 12 -2.1496 0 12 0 0 10 0 0 10 5 M3 max 23.1663 0 20 4.5675 15 9 0.1645 15 9 0.4658 15 9 66.0746 0 12 68.5132 0 9 6 min 9.1627 15 21 -0.3348 0 12 -4.405 0 12 -2.2081 0 12 -2.4674 0 9 -5.0221 0 12 7 M4 max 14.8912 0 15 4.5647 15 9 0 15 26 0.6725 15 9 51.9859 0 12 68.4706 0 9 8 min 5.8912 15 22 -0.3348 0 12 -3.4657 0 12 -2.1481 0 12 0 0 10 -5.0221 0 12 9 M5 max 19.3509 0 18 3.9573 15 9 0.16 15 9 0.6224 15 9 66.0645 0 12 59.3596 0 9 10 min 7.7213 15 22 0 0 12 -4.4043 0 12 -2.0842 0 12 -2.3999 0 9 0 0 12 11 M6 max11.9093 0 20 3.9551 15 9 0 15 26 0.6999 15 9 51.9338 0 12 59.3266 0 9 12 min 4.6577 15 21 0 0 12 -3.4623 0 12 -2.1163 0 12 0 0 10 0 0 12 13 M7 max 15.8816 0 15 3.0816 15 9 0.1591 15 9 0.6438 15 9 66.0336 0 12 46.2234 0 9 14 min 6.4272 15 21 0 0 10 -4.4022 0 12 -2.1317 0 12 -2.3867 0 9 0 0 10 186 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 36 Envelope Maximum Member Section Forces (Continued) Member Axial[k]Loc[ft]LC y Shear[k]Loc[ft]LC z Shear[k]Loc[ft]LCTorque[k-ft]Loc[ft]LC y-y Moment[k-ft]Loc[ft]LC z-z Moment[k-ft]Loc[ft]LC 15 M8 max 10.2378 0 15 3.0794 15 9 0 15 26 0.7045 15 9 51.9106 0 12 46.1909 0 9 16 min 4.0198 15 24 0 0 10 -3.4607 0 12 -2.112 0 12 0 0 10 0 0 10 17 M9 max1.1816 21 12 5.2332 0 18 0.4119 15.9688 9 -0.2762 21 21 2.7615 15.9688 9 0 21 26 18 min 0 0 10 -5.0273 21 18 -0.5549 16.1875 9 -0.4732 0 10 -2.1346 3.9375 9 -21.9314 11.156218 19 M10 max 0.862 14.1925 9 6.0133 0 15 0.0109 4.3084 9 -0.5107 24.33 26 0.047 4.3084 9 0 24.33 26 20 min 0 0 10 -4.6462 24.33 15 -0.0044 4.5619 9 -1.4686 4.5619 15 -0.0001 4.3084 18 -37.7643 14.1925 15 21 M11 max0.3345 19.33 9 3.338 0 15 0.0026 9.8664 9 1.4348 19.33 15 0.0256 10.0677 9 0 19.33 26 22 min -0.774510.067712 -3.5968 19.33 15 -0.0028 10.0677 9 0.712 0 24 0 10.067712 -24.6153 10.0677 15 23 M12 max0.706930.0603 9 4.7795 30.405818 0.3712 30.060312 -0.0291 33.17 18 2.1615 30.060312 43.5725 8.292515 24 min -0.004230.4058 9 -7.0094 8.2925 15 -0.1049 8.638 9 -0.1037 0 9 -1.7454 8.638 12 0 0 9 25 M13 max 0 19.33 26 3.5026 0 20 0.0028 9.2623 9 -0.8998 19.33 26 0.0255 9.2623 9 0 19.33 26 26 min -0.6003 9.4636 12 -3.3663 19.33 16 -0.0026 9.4636 9 -1.9988 0 15 0 9.2623 12 -25.8654 9.262316 27 M14 max 0 20 26 2.9884 0 20 0.0026 9.7917 9 0.6394 20 20 0.0261 10 9 0 20 26 28 min-0.614 10 12 -2.9884 20 16 -0.0026 10 9 0.2778 0 24 0 0 9 -22.2189 10 16 29 M15 max0.4382 21 24 4.6944 0 18 0.4155 16.8438 9 0.8775 21 18 2.2091 17.0625 9 0 21 26 30 min -0.4624 0 9 -4.9186 21 18 -0.561 17.0625 9 0.3967 5.0312 22 -2.7287 5.0312 9 -21.8671 9.406218 31 M16 max0.672518.6581 9 7.263 24.877518 0.4457 24.532 12 -0.0011 12.784324 2.2744 24.532 12 45.23 24.8775 18 32 min -0.0035 0 9 -4.8576 2.7642 15 -0.2577 13.1298 9 -0.1236 0 15 -1.9782 3.1097 12 0 0 9 33 M17 max 0.928 20.0402 9 3.5063 8.638 20 0.5261 14.166412 0 33.17 26 1.7762 30.060312 43.6152 8.292520 34 min -0.0019 14.5119 18 -7.4672 8.2925 16 -0.2625 14.5119 9 0 0 9 -2.6197 8.638 12 -0.6733 33.17 15 35 M18 max0.719325.9141 9 5.7011 8.638 15 0.283 30.060312 0 33.17 26 2.0077 30.060312 43.3694 8.638 15 36 min 0 26.259612 -6.4606 8.2925 18 -0.0717 8.638 9 0 0 9 -1.576 8.638 12 -5.3899 25.9141 18 37 M19 max 0 9.33 26 0.7752 0 20 0 9.33 26 -0.2894 9.33 24 0 9.33 26 0 9.33 26 38 min -0.2648 0 12 -0.7752 9.33 15 0 0 9 -0.6673 0 15 0 0 9 -1.8082 4.665 15 39 M20 max 0 4.33 26 0.3598 0 20 0 4.33 26 1.4915 4.33 15 0 4.33 26 0 4.33 26 40 min -0.34 0 9 -0.3598 4.33 15 0 0 9 0.6457 0 24 0 0 9 -0.3895 2.165 15 41 M21 max1.3796 3.75 9 1.4552 0 15 0.5604 3.625 9 0.176 3.75 15 2.1015 3.75 9 0 12 26 42 min -1.6095 8.25 9 -1.4503 12 16 -0.933 3.75 9 0.0481 8.375 22 -2.0972 8.25 9 -4.7841 6 16 43 M22 max0.0925 9.33 12 0.9152 0 20 0 9.33 26 0.4913 9.33 15 0 9.33 26 0 9.33 26 44 min -0.0481 0 9 -0.9152 9.33 15 0 0 9 0.2115 0 24 0 0 9 -2.1346 4.665 15 45 M23 max 0 4.33 26 0.415 0 20 0 4.33 26 0.4101 4.33 15 0 4.33 26 0 4.33 26 46 min -0.0212 0 12 -0.415 4.33 15 0 0 9 0.1754 0 22 0 0 9 -0.4492 2.165 15 47 M24 max0.1466 4 12 0.3834 0 20 0 4 26 0.4781 4 20 0 4 26 0 4 26 48 min 0 0 10 -0.3834 4 15 0 0 9 0.2222 0 21 0 0 9 -0.3834 2 15 49 M25 max 22.0417 0 15 4.299 15 9 0.1616 15 9 0.6046 15 9 66.0846 0 12 64.4852 0 9 50 min 8.8376 15 24 -0.0002 0 12 -4.4056 0 12 -2.0766 0 12 -2.4237 0 9 -0.0035 0 12 51 M26 max 13.8514 0 18 4.2965 15 9 0 15 26 0.6946 15 9 51.9592 0 12 64.4471 0 9 52 min 5.5088 15 21 -0.0002 0 12 -3.4639 0 12 -2.1241 0 12 0 0 10 -0.0035 0 12 53 M27 max0.830225.9141 9 5.8719 8.638 18 0.2297 30.060312 0 33.17 26 1.8421 30.060312 47.1455 8.638 15 54 min -0.0001 4.4918 12 -7.6784 8.2925 18 -0.0769 8.638 9 0 0 9 -1.6194 8.638 12 -4.5633 25.9141 18 55 M28 max 0 24.33 26 1.9803 0 20 0 24.33 26 -0.1622 24.33 26 0 24.33 26 0 24.33 26 56 min -0.0599 0 9 -1.9803 24.33 15 0 0 9 -0.4769 0 15 0 0 9 -12.0451 12.16515 57 M29 max0.001719.306124 2.7829 19.538715 0.0036 22.33 9 0 22.33 26 0 22.33 26 7.6313 19.3061 15 58 min -0.0381 0 9 -1.9666 19.306115 -0.0006 0 9 0 0 9 -0.0108 19.3061 9 -4.2496 7.210718 59 M30 max0.0045 2.75 12 2.0441 3.25 18 0.0004 24 9 0 24 26 0 3 24 7.8872 3 18 60 min -0.0465 3 9 -2.8156 3 18 -0.003 0 9 0 0 9 -0.0091 3 9 -5.4637 15.75 16 61 M31 max0.0262 2.7912 9 1.7905 3.0239 15 0.0006 22.33 9 0 22.33 26 0 22.33 26 7.9061 3.023915 62 min -0.1579 3.0239 12 -2.8221 2.7912 18 -0.0036 0 9 0 0 9 -0.0108 3.0239 9 -3.2978 15.5845 16 63 M32 max 0 20 26 1.4306 0 20 0 20 26 0.3351 20 20 0 20 26 0 20 26 64 min -0.1321 0 12 -1.4306 20 15 0 0 9 0.1479 0 24 0 0 9 -7.1531 10 15 65 M33 max0.1077 24 12 2.8534 21 15 0.003 24 9 0 24 26 0 21 24 7.8624 21 20 66 min -0.0549 0 9 -1.835 20.75 16 -0.0004 0 9 0 0 9 -0.0091 21 9 -4.4903 8 15 67 M34 max0.003118.6581 9 2.4243 0 15 0.0852 24.532 9 -0.0028 33.17 24 0.4137 24.532 12 0 33.17 26 68 min -0.0001 0 12 -2.3272 33.17 18 -0.1077 0 12 -0.0542 7.2559 15 -0.4777 18.6581 9 -12.6545 12.7843 18 69 M35 max0.0037 8.2925 9 2.3285 0 15 0.0409 20.040212 -0.0069 20.040218 0.3801 30.060312 0 33.17 26 187 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 37 Envelope Maximum Member Section Forces (Continued) Member Axial[k]Loc[ft]LC y Shear[k]Loc[ft]LC z Shear[k]Loc[ft]LCTorque[k-ft]Loc[ft]LC y-y Moment[k-ft]Loc[ft]LC z-z Moment[k-ft]Loc[ft]LC 70 min 0 0 10 -2.4229 33.17 18 -0.1279 30.405812 -0.0375 0 9 -0.2623 8.638 12 -13.3305 20.3857 15 71 M36 max 0 21.67 12 3.4073 0 20 0.0135 21.67 9 -0.0074 17.3811 21 0.1257 17.3811 12 0 21.67 26 72 min -0.0041 0 9 -3.9722 21.67 16 -0.0303 17.606912 -0.0158 17.606916 -0.0557 17.3811 9 -17.967 10.6093 16 73 M37 max0.0153 5.869 9 2.9036 0 15 0.0832 21.67 9 0.0853 17.3811 20 0.4681 6.0947 9 0 21.67 26 74 min 0 11.9636 18 -2.9283 21.67 16 -0.0809 6.0947 9 0.031 6.0947 21 -0.3397 17.3811 9 -16.4167 11.963616 75 M38 max0.0052 21.67 9 1.8305 0 20 0.0132 21.67 9 0.0005 17.3811 15 0.123 17.3811 12 0 21.67 26 76 min 0 0 10 -2.9106 21.67 16 -0.0297 17.606912 0.0002 17.606924 -0.0547 17.3811 9 -11.5121 17.6069 16 77 M39 max0.0054 21.67 9 3.3132 0 18 0.05 11.7379 12 0.004 17.3811 9 0.298 17.3811 12 0 21.67 26 78 min 0 0 10 -3.9054 21.67 16 -0.0728 17.606912 -0.0085 6.0947 16 -0.2502 6.0947 12 -18.6514 11.286516 79 M40 max 0 10 26 0.7903 0 20 0 10 26 0.2892 10 15 0 10 26 0 10 26 80 min -0.2974 0 12 -0.7903 10 15 0 0 9 -0.0807 0 10 0 0 9 -1.9758 5 15 81 M41 max 0 10 26 0.7903 0 20 0 10 26 5.5248 10 15 0 10 26 0 10 26 82 min -0.1449 0 12 -0.7903 10 15 0 0 9 2.3883 0 24 0 0 9 -1.9758 5 15 83 M42 max 0 10 26 0.7769 0 20 0 10 26 -2.4326 10 24 0 10 26 0 10 26 84 min-0.335 0 12 -0.7769 10 15 0 0 9 -5.7918 0 15 0 0 9 -1.9424 5 15 85 M43 max 0 10 26 0.7769 0 20 0 10 26 3.4897 10 9 0 10 26 0 10 26 86 min -0.2509 0 12 -0.7769 10 15 0 0 9 2.0921 0 24 0 0 9 -1.9424 5 15 87 M44 max 0 10 26 0.7769 0 20 0 10 26 -1.9161 10 24 0 10 26 0 10 26 88 min -0.2877 0 12 -0.7769 10 15 0 0 9 -3.1962 0 9 0 0 9 -1.9424 5 15 89 M45 max1.5788 9.7064 9 3.0272 0 15 0.8593 11.7379 9 3.0578 5.869 18 1.599 13.7695 9 0 21.67 26 90 min -1.523313.7695 9 -3.2481 21.67 16 -0.7487 6.0947 9 -1.2601 6.0947 15 -1.5941 9.7064 9 -17.4172 11.963615 91 M46 max1.5373 17.3811 9 2.9692 0 20 0.8574 11.7379 9 1.074 9.7064 20 1.5971 13.7695 9 0 21.67 26 92 min -1.5651 6.0947 9 -3.1459 21.67 18 -0.7497 6.0947 9 -2.5588 0 16 -1.5978 9.7064 9 -16.7708 5.869 16 93 M47 max1.6166 12 9 2.0735 0 15 0.6124 12 9 0.0119 3.625 14 2.2418 3.75 9 -1.5034 0 21 94 min -1.5986 0 9 -1.9588 12 16 -0.9974 3.75 9 -0.2203 8.25 15 -2.2466 8.25 9 -10.3304 6.125 18 95 M48 max 0 5 26 0.4758 0 20 0 5 26 -0.1817 5 26 0 5 26 0 5 26 96 min -0.1622 0 12 -0.4758 5 15 0 0 9 -0.4001 0 15 0 0 9 -0.5948 2.5 15 97 M49 max2.2738 5.3061 9 0.2065 0 14 0 5.3061 26 -0.0739 5.3061 24 0 5.3061 26 0 5.306126 98 min 0 0 10 -0.2065 5.3061 15 0 0 9 -0.1557 0 16 0 0 9 -0.2739 2.6531 9 99 M50 max 0 5.3061 26 0.2065 0 14 0 5.3061 26 0.1385 5.3061 15 0 5.3061 26 0 5.306126 100 min -2.2755 0 9 -0.2065 5.3061 15 0 0 9 0.0674 0 22 0 0 9 -0.2739 2.653110 101 M51 max2.1116 5.3005 9 0.2063 0 14 0 5.3005 26 0.0415 5.3005 18 0 5.3005 26 0 5.300526 102 min 0 0 10 -0.2063 5.3005 15 0 0 9 0.0124 0 22 0 0 9 -0.2733 2.6502 9 103 M52 max 0 5.3005 26 0.2063 0 20 0 5.3005 26 -0.0036 5.3005 21 0 5.3005 26 0 5.300526 104 min -2.1134 0 9 -0.2063 5.3005 9 0 0 9 -0.0193 0 18 0 0 9 -0.2733 2.650215 105 M53 max 0 19.33 26 1.6001 0 20 0 19.33 26 0.7841 19.33 15 0 19.33 26 0 19.33 26 106 min -0.0254 0 24 -1.6001 19.33 15 0 0 9 0.4439 0 24 0 0 9 -7.7327 9.665 15 107 M54 max 0 24.33 26 2.0141 0 20 0 24.33 26 -0.1805 24.33 26 0 24.33 26 0 24.33 26 108 min -0.2068 0 12 -2.0141 24.33 15 0 0 9 -0.5248 0 15 0 0 9 -12.2505 12.16515 109 M55 max 0 21 15 1.7384 0 20 0 21 26 -0.2283 21 21 0 21 26 0 21 26 110 min -0.0477 0 12 -1.7384 21 15 0 0 9 -0.386 0 12 0 0 9 -9.1266 10.5 15 111 M56 max0.0039 9.33 9 0.8942 0 20 0 9.33 26 -0.0807 9.33 24 0 9.33 26 0 9.33 26 112 min -0.0028 0 12 -0.8942 9.33 15 0 0 9 -0.1851 0 15 0 0 9 -2.0857 4.665 15 113 M57 max 0 20 26 1.6279 0 20 0 20 26 -0.326 20 26 0 20 26 0 20 26 114 min -0.0612 0 9 -1.6279 20 15 0 0 9 -0.7487 0 18 0 0 9 -8.1393 10 15 115 M58 max 0 20 26 1.6556 0 20 0 20 26 -0.3012 20 21 0 20 26 0 20 26 116 min -0.13 0 12 -1.6556 20 15 0 0 9 -0.7003 0 18 0 0 9 -8.2781 10 15 117 M59 max0.5622 10 9 2.6446 0 15 0.0026 9.7917 9 -0.4514 20 21 0.0262 10 9 0 20 26 118 min -0.4778 0 12 -2.6446 20 15 -0.0026 10 9 -1.074 0 18 0 0 9 -17.8061 10 15 119 M60 max 0 24.33 26 4.7229 0 20 0.0044 19.7681 9 1.687 19.768115 0.047 20.0216 9 0 24.33 26 120 min -0.574920.021612 -5.9077 24.33 16 -0.0109 20.0216 9 0.6345 20.021624 -0.0001 20.021618 -39.4382 10.1375 16 121 M61 max 0 24.33 26 1.7403 0 20 0 24.33 26 0.6733 24.33 15 0 24.33 26 0 24.33 26 122 min -0.0601 0 9 -1.7403 24.33 15 0 0 9 0.2515 0 24 0 0 9 -10.5856 12.16515 123 M62 max0.1601 4.33 9 0.4218 0 20 0 4.33 26 -0.4488 4.33 24 0 4.33 26 0 4.33 26 124 min -0.0208 0 12 -0.4218 4.33 15 0 0 9 -1.0393 0 16 0 0 9 -0.4566 2.165 15 188 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 38 Envelope Maximum Member Section Forces (Continued) Member Axial[k]Loc[ft]LC y Shear[k]Loc[ft]LC z Shear[k]Loc[ft]LCTorque[k-ft]Loc[ft]LC y-y Moment[k-ft]Loc[ft]LC z-z Moment[k-ft]Loc[ft]LC 125 M63 max 0 3 26 0.295 0 20 0 3 26 0.1451 3 9 0 3 26 0 3 26 126 min -0.1672 0 9 -0.295 3 15 0 0 9 0.0865 0 24 0 0 9 -0.2213 1.5 15 127 M64 max 0 4 26 0.3934 0 20 0 4 26 -0.5981 4 21 0 4 26 0 4 26 128 min -0.6596 0 9 -0.3934 4 15 0 0 9 -1.2419 0 16 0 0 9 -0.3934 2 15 129 M65 max0.0313 3 12 0.2871 0 20 0 3 26 -0.8857 3 21 0 3 26 0 3 26 130 min 0 0 10 -0.2871 3 15 0 0 9 -1.7905 0 18 0 0 9 -0.2154 1.5 15 131 M66 max0.1111 3 9 0.2485 0 20 0 3 26 -1.6023 3 21 0 3 26 0 3 26 132 min 0 0 10 -0.2485 3 15 0 0 9 -3.1539 0 18 0 0 9 -0.1864 1.5 15 133 M67 max0.0203 3 9 0.2204 0 20 0 3 26 4.6973 3 18 0 3 26 0 3 26 134 min -0.1088 0 12 -0.2204 3 15 0 0 9 2.3424 0 21 0 0 9 -0.1653 1.5 15 135 M68 max0.6802 5 9 0.4917 0 15 0 5 26 0.9571 5 15 0 5 26 0 5 26 136 min 0 0 10 -0.4917 5 16 0 0 9 0.4619 0 24 0 0 9 -0.6146 2.5 15 137 M69 max 0 5 26 0.4142 0 20 0 5 26 -0.654 5 24 0 5 26 0 5 26 138 min-0.603 0 9 -0.4142 5 15 0 0 9 -1.3735 0 15 0 0 9 -0.5177 2.5 15 139 M70 max0.0877 3 12 0.2204 0 20 0 3 26 -2.2184 3 24 0 3 26 0 3 26 140 min -0.0336 0 9 -0.2204 3 15 0 0 9 -4.3663 0 15 0 0 9 -0.1653 1.5 15 141 M71 max0.0047 3 9 0.295 0 15 0 3 26 0.0055 3 15 0 3 26 0 3 26 142 min -0.0315 0 12 -0.295 3 16 0 0 9 -0.0855 0 12 0 0 9 -0.2213 1.5 15 143 M72 max0.0022 3 12 0.2871 0 20 0 3 26 1.6797 3 15 0 3 26 0 3 26 144 min 0 0 10 -0.2871 3 15 0 0 9 0.8456 0 24 0 0 9 -0.2154 1.5 15 145 M73 max0.0067 3 12 0.2485 0 20 0 3 26 2.8463 3 15 0 3 26 0 3 26 146 min -0.0323 0 9 -0.2485 3 18 0 0 9 1.4957 0 24 0 0 9 -0.1864 1.5 15 147 M74 max0.3775 4 9 0.3314 0 20 0 4 26 1.7587 4 20 0 4 26 0 4 26 148 min 0 0 10 -0.3314 4 15 0 0 9 0.8405 0 21 0 0 9 -0.3314 2 15 149 M75 max0.1814 3 12 0.2601 0 20 0 3 26 2.9429 3 18 0 3 26 0 3 26 150 min 0 0 10 -0.2601 3 18 0 0 9 1.4806 0 21 0 0 9 -0.1951 1.5 15 151 M76 max 0 3 26 0.1855 0 20 0 3 26 -2.0252 3 21 0 3 26 0 3 26 152 min -0.1481 0 12 -0.1855 3 15 0 0 9 -3.964 0 18 0 0 9 -0.1391 1.5 15 153 M77 max0.0534 3 9 0.2601 0 20 0 3 26 -1.3715 3 24 0 3 26 0 3 26 154 min -0.0842 0 12 -0.2601 3 18 0 0 9 -2.6398 0 15 0 0 9 -0.1951 1.5 15 155 M78 max0.1599 3 12 0.1855 0 20 0 3 26 3.5655 3 15 0 3 26 0 3 26 156 min -0.0137 0 9 -0.1855 3 15 0 0 9 1.8814 0 24 0 0 9 -0.1391 1.5 15 Envelope Member End Reactions MemberMember End Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 1 M1 I max 17.1871 15 3.7631 9 0.1657 9 0.4591 9 66.0238 12 56.4467 9 2 min 7.8641 22 0 10 -4.4016 12 -2.2259 12 -2.4854 9 0 10 3 J max 16.0343 15 3.7631 9 0.1657 9 0.4591 9 0 26 0 26 4 min 7.1724 22 0 10 -4.4016 12 -2.2259 12 0 9 0 9 5 M2 I max 10.8399 20 3.7611 9 0 26 0.6668 9 51.9689 12 56.4158 9 6 min 5.1832 21 0 10 -3.4646 12 -2.1496 12 0 10 0 10 7 J max 9.6871 20 3.7611 9 0 26 0.6668 9 0 26 0 26 8 min 4.4915 21 0 10 -3.4646 12 -2.1496 12 0 9 0 9 9 M3 I max 23.1663 20 4.5675 9 0.1645 9 0.4658 9 66.0746 12 68.5132 9 10 min 9.8544 21 -0.3348 12 -4.405 12 -2.2081 12 -2.4674 9 -5.0221 12 11 J max 22.0134 20 4.5675 9 0.1645 9 0.4658 9 0 26 0 26 12 min 9.1627 21 -0.3348 12 -4.405 12 -2.2081 12 0 9 0 9 13 M4 I max 14.8912 15 4.5647 9 0 26 0.6725 9 51.9859 12 68.4706 9 14 min 6.5829 22 -0.3348 12 -3.4657 12 -2.1481 12 0 10 -5.0221 12 15 J max 13.7384 15 4.5647 9 0 26 0.6725 9 0 26 0 26 16 min 5.8912 22 -0.3348 12 -3.4657 12 -2.1481 12 0 9 0 9 17 M5 I max 19.3509 18 3.9573 9 0.16 9 0.6224 9 66.0645 12 59.3596 9 18 min 8.413 22 0 12 -4.4043 12 -2.0842 12 -2.3999 9 0 12 19 J max 18.1981 18 3.9573 9 0.16 9 0.6224 9 0 26 0 26 20 min 7.7213 22 0 12 -4.4043 12 -2.0842 12 0 9 0 9 189 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 39 Envelope Member End Reactions (Continued) MemberMember End Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 21 M6 I max 11.9093 20 3.9551 9 0 26 0.6999 9 51.9338 12 59.3266 9 22 min 5.3494 21 0 12 -3.4623 12 -2.1163 12 0 10 0 12 23 J max 10.7565 20 3.9551 9 0 26 0.6999 9 0 26 0 26 24 min 4.6577 21 0 12 -3.4623 12 -2.1163 12 0 9 0 9 25 M7 I max 15.8816 15 3.0816 9 0.1591 9 0.6438 9 66.0336 12 46.2234 9 26 min 7.1189 21 0 10 -4.4022 12 -2.1317 12 -2.3867 9 0 10 27 J max 14.7288 15 3.0816 9 0.1591 9 0.6438 9 0 26 0 26 28 min 6.4272 21 0 10 -4.4022 12 -2.1317 12 0 9 0 9 29 M8 I max 10.2378 15 3.0794 9 0 26 0.7045 9 51.9106 12 46.1909 9 30 min 4.7115 24 0 10 -3.4607 12 -2.112 12 0 10 0 10 31 J max 9.085 15 3.0794 9 0 26 0.7045 9 0 26 0 26 32 min 4.0198 24 0 10 -3.4607 12 -2.112 12 0 9 0 9 33 M9 I max 1.0952 12 5.2332 18 0 26 -0.2762 21 0 26 0 26 34 min 0 10 2.2048 21 -0.5421 9 -0.4732 10 0 9 0 9 35 J max 1.1816 12 -2.1015 26 0 26 -0.2762 21 0 26 0 26 36 min 0 10 -5.0273 18 -0.5549 9 -0.4732 10 0 9 0 9 37 M10 I max 0.7827 9 6.0133 15 0.0109 9 -0.5107 26 0 26 0 26 38 min 0 10 2.3559 22 0 18 -1.4686 15 0 9 0 9 39 J max 0.8588 9 -1.8839 26 0 26 -0.5107 26 0 26 0 26 40 min 0 10 -4.6462 15 -0.0003 9 -1.4686 15 0 9 0 9 41 M11 I max 0.3125 9 3.338 15 0.0026 9 1.4348 15 0 26 0 26 42 min -0.732 12 1.381 24 0 10 0.712 24 0 9 0 9 43 J max 0.3345 9 -1.3799 24 0 26 1.4348 15 0 26 0 26 44 min -0.7745 12 -3.5968 15 -0.0028 9 0.712 24 0 9 0 9 45 M12 I max 0 26 -2.3948 24 0.0331 9 -0.0291 18 0 26 0 26 46 min -0.0041 9 -4.7873 15 -0.0144 12 -0.1037 9 0 9 0 9 47 J max 0 26 4.6459 18 0 26 -0.0291 18 0 26 0 26 48 min -0.0042 9 2.3796 21 -0.0438 9 -0.1037 9 0 9 0 9 49 M13 I max 0 26 3.5026 20 0.0028 9 -0.8998 26 0 26 0 26 50 min -0.5275 12 1.3803 24 0 10 -1.9988 15 0 9 0 9 51 J max 0 26 -1.3272 24 0 26 -0.8998 26 0 26 0 26 52 min -0.6003 12 -3.3663 16 -0.0026 9 -1.9988 15 0 9 0 9 53 M14 I max 0 26 2.9884 20 0.0026 9 0.6394 20 0 26 0 26 54 min -0.5843 12 1.4091 24 0 10 0.2778 24 0 9 0 9 55 J max 0 26 -1.4091 24 0 26 0.6394 20 0 26 0 26 56 min -0.614 12 -2.9884 16 -0.0026 9 0.2778 24 0 9 0 9 57 M15 I max 0.3297 24 4.6944 18 0 26 0.8775 18 0 26 0 26 58 min -0.4624 9 2.0118 21 -0.5483 9 0.3967 22 0 9 0 9 59 J max 0.4382 24 -2.1219 21 0 26 0.8775 18 0 26 0 26 60 min 0 10 -4.9186 18 -0.561 9 0.3967 22 0 9 0 9 61 M16 I max 0.0001 24 -2.419 24 0.0424 12 -0.0011 24 0 26 0 26 62 min -0.0035 9 -4.724 15 0 10 -0.1236 15 0 9 0 9 63 J max 0 26 4.9004 18 0 26 -0.0011 24 0 26 0 26 64 min -0.0034 9 2.4481 21 -0.0435 12 -0.1236 15 0 9 0 9 65 M17 I max 0.0003 9 -1.5862 24 0.0226 12 0 26 0 26 -0.1622 26 66 min 0 10 -3.3141 16 -0.0134 9 0 9 0 9 -0.4769 15 67 J max 0.0005 9 2.874 15 0.1118 12 0 26 0 26 -0.2515 24 68 min 0 10 1.4458 22 0 10 0 9 0 9 -0.6733 15 69 M18 I max 0.0005 9 -1.3395 26 0.0231 9 0 26 0 26 0.7487 18 70 min 0 10 -2.8042 18 0 10 0 9 0 9 0.326 22 71 J max 0.0006 9 2.4022 18 0.0259 12 0 26 0 26 0.3351 20 72 min 0 10 1.2075 21 -0.0343 9 0 9 0 9 0.1479 24 73 M19 I max 0 26 0.7752 20 0 26 -0.2894 24 0 26 0 26 74 min -0.2648 12 0.2594 21 0 9 -0.6673 15 0 9 0 9 75 J max 0 26 -0.2594 26 0 26 -0.2894 24 0 26 0 26 190 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 40 Envelope Member End Reactions (Continued) MemberMember End Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 76 min -0.2648 12 -0.7752 15 0 9 -0.6673 15 0 9 0 9 77 M20 I max 0 26 0.3598 20 0 26 1.4915 15 0 26 0 26 78 min -0.34 9 0.1204 21 0 9 0.6457 24 0 9 0 9 79 J max 0 26 -0.1204 26 0 26 1.4915 15 0 26 0 26 80 min -0.34 9 -0.3598 15 0 9 0.6457 24 0 9 0 9 81 M21 I max 1.3796 9 1.4552 15 0.5604 9 0.176 15 0 26 0 26 82 min 0 10 0.6069 22 0 10 0.0595 22 0 9 0 9 83 J max 0 26 -0.6043 21 0.5593 9 0.1332 15 0 26 0 26 84 min -1.6095 9 -1.4503 16 0 10 0.0481 22 0 9 0 9 85 M22 I max 0.0925 12 0.9152 20 0 26 0.4913 15 0 26 0 26 86 min -0.0481 9 0.3014 21 0 9 0.2115 24 0 9 0 9 87 J max 0.0925 12 -0.3014 26 0 26 0.4913 15 0 26 0 26 88 min -0.0481 9 -0.9152 15 0 9 0.2115 24 0 9 0 9 89 M23 I max 0 26 0.415 20 0 26 0.4101 15 0 26 0 26 90 min -0.0212 12 0.1369 21 0 9 0.1754 22 0 9 0 9 91 J max 0 26 -0.1369 26 0 26 0.4101 15 0 26 0 26 92 min -0.0212 12 -0.415 15 0 9 0.1754 22 0 9 0 9 93 M24 I max 0.1466 12 0.3834 20 0 26 0.4781 20 0 26 0 26 94 min 0 10 0.1265 22 0 9 0.2222 21 0 9 0 9 95 J max 0.1466 12 -0.1265 21 0 26 0.4781 20 0 26 0 26 96 min 0 10 -0.3834 15 0 9 0.2222 21 0 9 0 9 97 M25 I max 22.0417 15 4.299 9 0.1616 9 0.6046 9 66.0846 12 64.4852 9 98 min 9.5293 24 -0.0002 12 -4.4056 12 -2.0766 12 -2.4237 9 -0.0035 12 99 J max 20.8889 15 4.299 9 0.1616 9 0.6046 9 0 26 0 26 100 min 8.8376 24 -0.0002 12 -4.4056 12 -2.0766 12 0 9 0 9 101 M26 I max 13.8514 18 4.2965 9 0 26 0.6946 9 51.9592 12 64.4471 9 102 min 6.2004 21 -0.0002 12 -3.4639 12 -2.1241 12 0 10 -0.0035 12 103 J max 12.6986 18 4.2965 9 0 26 0.6946 9 0 26 0 26 104 min 5.5088 21 -0.0002 12 -3.4639 12 -2.1241 12 0 9 0 9 105 M27 I max 0 26 -1.736 21 0.0131 12 0 26 0 26 -0.163 21 106 min 0 9 -3.6082 18 -0.0013 9 0 9 0 9 -0.273 16 107 J max 0 12 3.171 15 0.0856 12 0 26 0 26 0.3385 15 108 min 0 10 1.6033 24 -0.0082 9 0 9 0 9 0.1035 22 109 M28 I max 0 26 1.9803 20 0 26 -0.1622 26 0 26 0 26 110 min -0.0599 9 0.9528 21 0 9 -0.4769 15 0 9 0 9 111 J max 0 26 -0.9528 26 0 26 -0.1622 26 0 26 0 26 112 min -0.0599 9 -1.9803 15 0 9 -0.4769 15 0 9 0 9 113 M29 I max 0.0017 24 1.1763 18 0 26 0 26 0 26 0 26 114 min -0.0381 9 0.5563 21 -0.0006 9 0 9 0 9 0 9 115 J max 0 26 2.3285 15 0.0036 9 0 26 0 26 -0.0069 18 116 min -0.0128 12 1.2023 24 0 10 0 9 0 9 -0.0375 9 117 M30 I max 0.0045 12 -1.202 21 0 24 0 26 0 26 0.0542 15 118 min -0.014 9 -2.3273 18 -0.003 9 0 9 0 9 0.0028 24 119 J max 0 26 -0.6334 24 0.0004 9 0 26 0 26 0 26 120 min -0.0465 9 -1.3339 16 0 24 0 9 0 9 0 9 121 M31 I max 0.0262 9 -1.2485 21 0 26 0 26 0 26 0.0375 9 122 min -0.1279 12 -2.4228 18 -0.0036 9 0 9 0 9 0.0069 18 123 J max 0 26 -0.4841 21 0.0006 9 0 26 0 26 0 26 124 min -0.1579 12 -0.9715 16 0 10 0 9 0 9 0 9 125 M32 I max 0 26 1.4306 20 0 26 0.3351 20 0 26 0 26 126 min -0.1321 12 0.7234 21 0 9 0.1479 24 0 9 0 9 127 J max 0 26 -0.7234 26 0 26 0.3351 20 0 26 0 26 128 min -0.1321 12 -1.4306 15 0 9 0.1479 24 0 9 0 9 129 M33 I max 0.0653 12 1.1336 15 0 24 0 26 0 26 0 26 130 min -0.0549 9 0.5658 22 -0.0004 9 0 9 0 9 0 9 191 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 41 Envelope Member End Reactions (Continued) MemberMember End Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 131 J max 0.1077 12 2.4242 15 0.003 9 0 26 0 26 -0.0028 24 132 min -0.0416 9 1.2488 24 0 24 0 9 0 9 -0.0542 15 133 M34 I max 0.003 9 2.4243 15 0.0416 9 -0.0028 24 0 26 0 26 134 min -0.0001 12 1.2487 24 -0.1077 12 -0.0542 15 0 9 0 9 135 J max 0.0031 9 -1.202 21 0.0045 12 -0.0028 24 0 26 0 26 136 min 0 24 -2.3272 18 -0.014 9 -0.0542 15 0 9 0 9 137 M35 I max 0.0036 9 2.3285 15 0.0128 12 -0.0069 18 0 26 0 26 138 min 0 10 1.2023 24 0 10 -0.0375 9 0 9 0 9 139 J max 0.0036 9 -1.2485 21 0.0262 9 -0.0069 18 0 26 0 26 140 min 0 10 -2.4229 18 -0.1279 12 -0.0375 9 0 9 0 9 141 M36 I max 0 18 3.4073 20 0.0072 12 -0.0074 21 0 26 0 26 142 min -0.0041 9 1.1283 24 -0.0032 9 -0.0158 16 0 9 0 9 143 J max 0 12 -1.5418 24 0.0135 9 -0.0074 21 0 26 0 26 144 min -0.0041 9 -3.9722 16 -0.0303 12 -0.0158 16 0 9 0 9 145 M37 I max 0.0153 9 2.9036 15 0.0793 9 0.0853 20 0 26 0 26 146 min 0 18 1.0974 24 -0.0078 12 0.031 21 0 9 0 9 147 J max 0.0153 9 -1.1981 21 0.0832 9 0.0853 20 0 26 0 26 148 min 0 18 -2.9283 16 -0.054 12 0.031 21 0 9 0 9 149 M38 I max 0.0052 9 1.8305 20 0.0071 12 0.0005 15 0 26 0 26 150 min 0 10 1.052 24 -0.0031 9 0.0002 24 0 9 0 9 151 J max 0.0052 9 -1.6108 24 0.0132 9 0.0005 15 0 26 0 26 152 min 0 10 -2.9106 16 -0.0297 12 0.0002 24 0 9 0 9 153 M39 I max 0.0054 9 3.3132 18 0.022 9 0.004 9 0 26 0 26 154 min 0 10 1.2168 21 -0.0425 12 -0.0085 16 0 9 0 9 155 J max 0.0054 9 -1.5403 24 0.0349 9 0.004 9 0 26 0 26 156 min 0 10 -3.9054 16 -0.0728 12 -0.0085 16 0 9 0 9 157 M40 I max 0 26 0.7903 20 0 26 0.2892 15 0 26 0 26 158 min -0.2974 12 0.3842 21 0 9 -0.0807 10 0 9 0 9 159 J max 0 26 -0.3842 26 0 26 0.2892 15 0 26 0 26 160 min -0.2974 12 -0.7903 15 0 9 -0.0807 10 0 9 0 9 161 M41 I max 0 26 0.7903 20 0 26 5.5248 15 0 26 0 26 162 min -0.1449 12 0.3842 21 0 9 2.3883 24 0 9 0 9 163 J max 0 26 -0.3842 26 0 26 5.5248 15 0 26 0 26 164 min -0.1449 12 -0.7903 15 0 9 2.3883 24 0 9 0 9 165 M42 I max 0 26 0.7769 20 0 26 -2.4326 24 0 26 0 26 166 min -0.335 12 0.3762 21 0 9 -5.7918 15 0 9 0 9 167 J max 0 26 -0.3762 26 0 26 -2.4326 24 0 26 0 26 168 min -0.335 12 -0.7769 15 0 9 -5.7918 15 0 9 0 9 169 M43 I max 0 26 0.7769 20 0 26 3.4897 9 0 26 0 26 170 min -0.2509 12 0.3762 21 0 9 2.0921 24 0 9 0 9 171 J max 0 26 -0.3762 26 0 26 3.4897 9 0 26 0 26 172 min -0.2509 12 -0.7769 15 0 9 2.0921 24 0 9 0 9 173 M44 I max 0 26 0.7769 20 0 26 -1.9161 24 0 26 0 26 174 min -0.2877 12 0.3762 21 0 9 -3.1962 9 0 9 0 9 175 J max 0 26 -0.3762 26 0 26 -1.9161 24 0 26 0 26 176 min -0.2877 12 -0.7769 15 0 9 -3.1962 9 0 9 0 9 177 M45 I max 0.9662 9 3.0272 15 0.1885 9 3.0578 18 0 26 0 26 178 min 0 10 1.3692 22 0 10 1.2315 22 0 9 0 9 179 J max 0 26 -1.4455 21 0.2725 9 -0.4991 26 0 26 0 26 180 min -0.9644 9 -3.2481 16 0 10 -1.1914 18 0 9 0 9 181 M46 I max 0 26 2.9692 20 0.1883 9 -1.0366 21 0 26 0 26 182 min -0.9542 9 1.3508 21 0 10 -2.5588 16 0 9 0 9 183 J max 0.9762 9 -1.4175 26 0.2714 9 0.9774 20 0 26 0 26 184 min 0 10 -3.1459 18 0 10 0.417 21 0 9 0 9 185 M47 I max 0 26 2.0735 15 0.6114 9 0.0119 14 0 26 -1.5034 21 192 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 42 Envelope Member End Reactions (Continued) MemberMember End Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 186 min -1.5986 9 0.9129 22 0 10 -0.0125 15 -0.2723 12 -3.6328 16 187 J max 1.6166 9 -0.8687 21 0.6124 9 -0.0929 26 0.2713 12 -1.7696 26 188 min 0 10 -1.9588 16 0 10 -0.2203 15 0 10 -4.3178 18 189 M48 I max 0 26 0.4758 20 0 26 -0.1817 26 0 26 0 26 190 min -0.1622 12 0.1561 22 0 9 -0.4001 15 0 9 0 9 191 J max 0 26 -0.1561 24 0 26 -0.1817 26 0 26 0 26 192 min -0.1622 12 -0.4758 15 0 9 -0.4001 15 0 9 0 9 193 M49 I max 2.2738 9 0.2065 14 0 26 -0.0739 24 0 26 0 26 194 min 0 10 0.1239 21 0 9 -0.1557 16 0 9 0 9 195 J max 2.2738 9 -0.1239 26 0 26 -0.0739 24 0 26 0 26 196 min 0 10 -0.2065 15 0 9 -0.1557 16 0 9 0 9 197 M50 I max 0 26 0.2065 14 0 26 0.1385 15 0 26 0 26 198 min -2.2755 9 0.1239 21 0 9 0.0674 22 0 9 0 9 199 J max 0 26 -0.1239 26 0 26 0.1385 15 0 26 0 26 200 min -2.2755 9 -0.2065 15 0 9 0.0674 22 0 9 0 9 201 M51 I max 2.1116 9 0.2063 14 0 26 0.0415 18 0 26 0 26 202 min 0 10 0.1238 21 0 9 0.0124 22 0 9 0 9 203 J max 2.1116 9 -0.1238 26 0 26 0.0415 18 0 26 0 26 204 min 0 10 -0.2063 15 0 9 0.0124 22 0 9 0 9 205 M52 I max 0 26 0.2063 20 0 26 -0.0036 21 0 26 0 26 206 min -2.1134 9 0.1238 21 0 9 -0.0193 18 0 9 0 9 207 J max 0 26 -0.1238 26 0 26 -0.0036 21 0 26 0 26 208 min -2.1134 9 -0.2063 9 0 9 -0.0193 18 0 9 0 9 209 M53 I max 0 26 1.6001 20 0 26 0.7841 15 0 26 0 26 210 min -0.0254 24 0.5904 21 0 9 0.4439 24 0 9 0 9 211 J max 0 26 -0.5904 26 0 26 0.7841 15 0 26 0 26 212 min -0.0254 24 -1.6001 15 0 9 0.4439 24 0 9 0 9 213 M54 I max 0 26 2.0141 20 0 26 -0.1805 26 0 26 0 26 214 min -0.2068 12 0.7431 21 0 9 -0.5248 15 0 9 0 9 215 J max 0 26 -0.7431 26 0 26 -0.1805 26 0 26 0 26 216 min -0.2068 12 -2.0141 15 0 9 -0.5248 15 0 9 0 9 217 M55 I max 0 15 1.7384 20 0 26 -0.2283 21 0 26 0 26 218 min -0.0477 12 0.6414 21 0 9 -0.386 12 0 9 0 9 219 J max 0 15 -0.6414 26 0 26 -0.2283 21 0 26 0 26 220 min -0.0477 12 -1.7384 15 0 9 -0.386 12 0 9 0 9 221 M56 I max 0.0039 9 0.8942 20 0 26 -0.0807 24 0 26 0 26 222 min -0.0028 12 0.2951 21 0 9 -0.1851 15 0 9 0 9 223 J max 0.0039 9 -0.2951 26 0 26 -0.0807 24 0 26 0 26 224 min -0.0028 12 -0.8942 15 0 9 -0.1851 15 0 9 0 9 225 M57 I max 0 26 1.6279 20 0 26 -0.326 26 0 26 0 26 226 min -0.0612 9 0.7832 21 0 9 -0.7487 18 0 9 0 9 227 J max 0 26 -0.7832 26 0 26 -0.326 26 0 26 0 26 228 min -0.0612 9 -1.6279 15 0 9 -0.7487 18 0 9 0 9 229 M58 I max 0 26 1.6556 20 0 26 -0.3012 21 0 26 0 26 230 min -0.13 12 0.6109 21 0 9 -0.7003 18 0 9 0 9 231 J max 0 26 -0.6109 26 0 26 -0.3012 21 0 26 0 26 232 min -0.13 12 -1.6556 15 0 9 -0.7003 18 0 9 0 9 233 M59 I max 0.5622 9 2.6446 15 0.0026 9 -0.4514 21 0 26 0 26 234 min -0.4778 12 1.3685 24 0 10 -1.074 18 0 9 0 9 235 J max 0.5591 9 -1.3685 24 0 26 -0.4514 21 0 26 0 26 236 min -0.4707 12 -2.6446 15 -0.0026 9 -1.074 18 0 9 0 9 237 M60 I max 0 26 4.7229 20 0.0003 9 1.687 15 0 26 0 26 238 min -0.4906 12 1.854 24 0 10 0.6345 24 0 9 0 9 239 J max 0 26 -2.3527 24 0 18 1.687 15 0 26 0 26 240 min -0.5749 12 -5.9077 16 -0.0109 9 0.6345 24 0 9 0 9 193 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 43 Envelope Member End Reactions (Continued) MemberMember End Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 241 M61 I max 0 26 1.7403 20 0 26 0.6733 15 0 26 0 26 242 min -0.0601 9 0.88 21 0 9 0.2515 24 0 9 0 9 243 J max 0 26 -0.88 26 0 26 0.6733 15 0 26 0 26 244 min -0.0601 9 -1.7403 15 0 9 0.2515 24 0 9 0 9 245 M62 I max 0.1601 9 0.4218 20 0 26 -0.4488 24 0 26 0 26 246 min -0.0208 12 0.1381 21 0 9 -1.0393 16 0 9 0 9 247 J max 0.1601 9 -0.1381 26 0 26 -0.4488 24 0 26 0 26 248 min -0.0208 12 -0.4218 15 0 9 -1.0393 16 0 9 0 9 249 M63 I max 0 26 0.295 20 0 26 0.1451 9 0 26 0 26 250 min -0.1672 9 0.0974 22 0 9 0.0865 24 0 9 0 9 251 J max 0 26 -0.0974 21 0 26 0.1451 9 0 26 0 26 252 min -0.1672 9 -0.295 15 0 9 0.0865 24 0 9 0 9 253 M64 I max 0 26 0.3934 20 0 26 -0.5981 21 0 26 0 26 254 min -0.6596 9 0.1298 21 0 9 -1.2419 16 0 9 0 9 255 J max 0 26 -0.1298 26 0 26 -0.5981 21 0 26 0 26 256 min -0.6596 9 -0.3934 15 0 9 -1.2419 16 0 9 0 9 257 M65 I max 0.0313 12 0.2871 20 0 26 -0.8857 21 0 26 0 26 258 min 0 10 0.0947 22 0 9 -1.7905 18 0 9 0 9 259 J max 0.0313 12 -0.0947 21 0 26 -0.8857 21 0 26 0 26 260 min 0 10 -0.2871 15 0 9 -1.7905 18 0 9 0 9 261 M66 I max 0.1111 9 0.2485 20 0 26 -1.6023 21 0 26 0 26 262 min 0 10 0.083 22 0 9 -3.1539 18 0 9 0 9 263 J max 0.1111 9 -0.083 21 0 26 -1.6023 21 0 26 0 26 264 min 0 10 -0.2485 15 0 9 -3.1539 18 0 9 0 9 265 M67 I max 0.0203 9 0.2204 20 0 26 4.6973 18 0 26 0 26 266 min -0.1088 12 0.0749 24 0 9 2.3424 21 0 9 0 9 267 J max 0.0203 9 -0.0749 26 0 26 4.6973 18 0 26 0 26 268 min -0.1088 12 -0.2204 15 0 9 2.3424 21 0 9 0 9 269 M68 I max 0.6802 9 0.4917 15 0 26 0.9571 15 0 26 0 26 270 min 0 10 0.1623 21 0 9 0.4619 24 0 9 0 9 271 J max 0.6802 9 -0.1623 26 0 26 0.9571 15 0 26 0 26 272 min 0 10 -0.4917 16 0 9 0.4619 24 0 9 0 9 273 M69 I max 0 26 0.4142 20 0 26 -0.654 24 0 26 0 26 274 min -0.603 9 0.1383 21 0 9 -1.3735 15 0 9 0 9 275 J max 0 26 -0.1383 26 0 26 -0.654 24 0 26 0 26 276 min -0.603 9 -0.4142 15 0 9 -1.3735 15 0 9 0 9 277 M70 I max 0.0877 12 0.2204 20 0 26 -2.2184 24 0 26 0 26 278 min -0.0336 9 0.0749 24 0 9 -4.3663 15 0 9 0 9 279 J max 0.0877 12 -0.0749 26 0 26 -2.2184 24 0 26 0 26 280 min -0.0336 9 -0.2204 15 0 9 -4.3663 15 0 9 0 9 281 M71 I max 0.0047 9 0.295 15 0 26 0.0055 15 0 26 0 26 282 min -0.0315 12 0.0974 24 0 9 -0.0855 12 0 9 0 9 283 J max 0.0047 9 -0.0974 21 0 26 0.0055 15 0 26 0 26 284 min -0.0315 12 -0.295 16 0 9 -0.0855 12 0 9 0 9 285 M72 I max 0.0022 12 0.2871 20 0 26 1.6797 15 0 26 0 26 286 min 0 10 0.0947 22 0 9 0.8456 24 0 9 0 9 287 J max 0.0022 12 -0.0947 21 0 26 1.6797 15 0 26 0 26 288 min 0 10 -0.2871 15 0 9 0.8456 24 0 9 0 9 289 M73 I max 0.0067 12 0.2485 20 0 26 2.8463 15 0 26 0 26 290 min -0.0323 9 0.083 22 0 9 1.4957 24 0 9 0 9 291 J max 0.0067 12 -0.083 21 0 26 2.8463 15 0 26 0 26 292 min -0.0323 9 -0.2485 18 0 9 1.4957 24 0 9 0 9 293 M74 I max 0.3775 9 0.3314 20 0 26 1.7587 20 0 26 0 26 294 min 0 10 0.1106 21 0 9 0.8405 21 0 9 0 9 295 J max 0.3775 9 -0.1106 26 0 26 1.7587 20 0 26 0 26 194 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 44 Envelope Member End Reactions (Continued) MemberMember End Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 296 min 0 10 -0.3314 15 0 9 0.8405 21 0 9 0 9 297 M75 I max 0.1814 12 0.2601 20 0 26 2.9429 18 0 26 0 26 298 min 0 10 0.0866 22 0 9 1.4806 21 0 9 0 9 299 J max 0.1814 12 -0.0866 21 0 26 2.9429 18 0 26 0 26 300 min 0 10 -0.2601 18 0 9 1.4806 21 0 9 0 9 301 M76 I max 0 26 0.1855 20 0 26 -2.0252 21 0 26 0 26 302 min -0.1481 12 0.0641 21 0 9 -3.964 18 0 9 0 9 303 J max 0 26 -0.0641 26 0 26 -2.0252 21 0 26 0 26 304 min -0.1481 12 -0.1855 15 0 9 -3.964 18 0 9 0 9 305 M77 I max 0.0534 9 0.2601 20 0 26 -1.3715 24 0 26 0 26 306 min -0.0842 12 0.0866 24 0 9 -2.6398 15 0 9 0 9 307 J max 0.0534 9 -0.0866 26 0 26 -1.3715 24 0 26 0 26 308 min -0.0842 12 -0.2601 18 0 9 -2.6398 15 0 9 0 9 309 M78 I max 0.1599 12 0.1855 20 0 26 3.5655 15 0 26 0 26 310 min -0.0137 9 0.0641 24 0 9 1.8814 24 0 9 0 9 311 J max 0.1599 12 -0.0641 26 0 26 3.5655 15 0 26 0 26 312 min -0.0137 9 -0.1855 15 0 9 1.8814 24 0 9 0 9 Envelope Member Torsion Stresses MemberSec Torque[k-ft]LC Torsion Shear[ksi]LC y-y Warp Shear[ksi] z-z Warp Shear[ksi] z-Top Warp Bend[ksi] z-Bot Warp Bend[ksi] 1 M1 1 max 0.4591 9 0.0534 9 NC NC NC NC 2 min -2.2259 12 -0.2591 12 NC NC NC NC 3 2 max 0.4591 9 0.0534 9 NC NC NC NC 4 min -2.2259 12 -0.2591 12 NC NC NC NC 5 3 max 0.4591 9 0.0534 9 NC NC NC NC 6 min -2.2259 12 -0.2591 12 NC NC NC NC 7 4 max 0.4591 9 0.0534 9 NC NC NC NC 8 min -2.2259 12 -0.2591 12 NC NC NC NC 9 5 max 0.4591 9 0.0534 9 NC NC NC NC 10 min -2.2259 12 -0.2591 12 NC NC NC NC 11 M2 1 max 0.6668 9 0.0776 9 NC NC NC NC 12 min -2.1496 12 -0.2502 12 NC NC NC NC 13 2 max 0.6668 9 0.0776 9 NC NC NC NC 14 min -2.1496 12 -0.2502 12 NC NC NC NC 15 3 max 0.6668 9 0.0776 9 NC NC NC NC 16 min -2.1496 12 -0.2502 12 NC NC NC NC 17 4 max 0.6668 9 0.0776 9 NC NC NC NC 18 min -2.1496 12 -0.2502 12 NC NC NC NC 19 5 max 0.6668 9 0.0776 9 NC NC NC NC 20 min -2.1496 12 -0.2502 12 NC NC NC NC 21 M3 1 max 0.4658 9 0.0542 9 NC NC NC NC 22 min -2.2081 12 -0.257 12 NC NC NC NC 23 2 max 0.4658 9 0.0542 9 NC NC NC NC 24 min -2.2081 12 -0.257 12 NC NC NC NC 25 3 max 0.4658 9 0.0542 9 NC NC NC NC 26 min -2.2081 12 -0.257 12 NC NC NC NC 27 4 max 0.4658 9 0.0542 9 NC NC NC NC 28 min -2.2081 12 -0.257 12 NC NC NC NC 29 5 max 0.4658 9 0.0542 9 NC NC NC NC 30 min -2.2081 12 -0.257 12 NC NC NC NC 31 M4 1 max 0.6725 9 0.0783 9 NC NC NC NC 32 min -2.1481 12 -0.25 12 NC NC NC NC 33 2 max 0.6725 9 0.0783 9 NC NC NC NC 34 min -2.1481 12 -0.25 12 NC NC NC NC 35 3 max 0.6725 9 0.0783 9 NC NC NC NC 195 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 45 Envelope Member Torsion Stresses (Continued) MemberSec Torque[k-ft]LC Torsion Shear[ksi]LC y-y Warp Shear[ksi] z-z Warp Shear[ksi] z-Top Warp Bend[ksi] z-Bot Warp Bend[ksi] 36 min -2.1481 12 -0.25 12 NC NC NC NC 37 4 max 0.6725 9 0.0783 9 NC NC NC NC 38 min -2.1481 12 -0.25 12 NC NC NC NC 39 5 max 0.6725 9 0.0783 9 NC NC NC NC 40 min -2.1481 12 -0.25 12 NC NC NC NC 41 M5 1 max 0.6224 9 0.0725 9 NC NC NC NC 42 min -2.0842 12 -0.2426 12 NC NC NC NC 43 2 max 0.6224 9 0.0725 9 NC NC NC NC 44 min -2.0842 12 -0.2426 12 NC NC NC NC 45 3 max 0.6224 9 0.0725 9 NC NC NC NC 46 min -2.0842 12 -0.2426 12 NC NC NC NC 47 4 max 0.6224 9 0.0725 9 NC NC NC NC 48 min -2.0842 12 -0.2426 12 NC NC NC NC 49 5 max 0.6224 9 0.0725 9 NC NC NC NC 50 min -2.0842 12 -0.2426 12 NC NC NC NC 51 M6 1 max 0.6999 9 0.0815 9 NC NC NC NC 52 min -2.1163 12 -0.2463 12 NC NC NC NC 53 2 max 0.6999 9 0.0815 9 NC NC NC NC 54 min -2.1163 12 -0.2463 12 NC NC NC NC 55 3 max 0.6999 9 0.0815 9 NC NC NC NC 56 min -2.1163 12 -0.2463 12 NC NC NC NC 57 4 max 0.6999 9 0.0815 9 NC NC NC NC 58 min -2.1163 12 -0.2463 12 NC NC NC NC 59 5 max 0.6999 9 0.0815 9 NC NC NC NC 60 min -2.1163 12 -0.2463 12 NC NC NC NC 61 M7 1 max 0.6438 9 0.0749 9 NC NC NC NC 62 min -2.1317 12 -0.2481 12 NC NC NC NC 63 2 max 0.6438 9 0.0749 9 NC NC NC NC 64 min -2.1317 12 -0.2481 12 NC NC NC NC 65 3 max 0.6438 9 0.0749 9 NC NC NC NC 66 min -2.1317 12 -0.2481 12 NC NC NC NC 67 4 max 0.6438 9 0.0749 9 NC NC NC NC 68 min -2.1317 12 -0.2481 12 NC NC NC NC 69 5 max 0.6438 9 0.0749 9 NC NC NC NC 70 min -2.1317 12 -0.2481 12 NC NC NC NC 71 M8 1 max 0.7045 9 0.082 9 NC NC NC NC 72 min -2.112 12 -0.2458 12 NC NC NC NC 73 2 max 0.7045 9 0.082 9 NC NC NC NC 74 min -2.112 12 -0.2458 12 NC NC NC NC 75 3 max 0.7045 9 0.082 9 NC NC NC NC 76 min -2.112 12 -0.2458 12 NC NC NC NC 77 4 max 0.7045 9 0.082 9 NC NC NC NC 78 min -2.112 12 -0.2458 12 NC NC NC NC 79 5 max 0.7045 9 0.082 9 NC NC NC NC 80 min -2.112 12 -0.2458 12 NC NC NC NC 81 M9 1 max -0.2762 21 -0.051 21 NC NC NC NC 82 min -0.4732 10 -0.0873 10 NC NC NC NC 83 2 max -0.2762 21 -0.051 21 NC NC NC NC 84 min -0.4732 10 -0.0873 10 NC NC NC NC 85 3 max -0.2762 21 -0.051 21 NC NC NC NC 86 min -0.4732 10 -0.0873 10 NC NC NC NC 87 4 max -0.2762 21 -0.051 21 NC NC NC NC 88 min -0.4732 10 -0.0873 10 NC NC NC NC 89 5 max -0.2762 21 -0.051 21 NC NC NC NC 90 min -0.4732 10 -0.0873 10 NC NC NC NC 196 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 46 Envelope Member Torsion Stresses (Continued) MemberSec Torque[k-ft]LC Torsion Shear[ksi]LC y-y Warp Shear[ksi] z-z Warp Shear[ksi] z-Top Warp Bend[ksi] z-Bot Warp Bend[ksi] 91 M10 1 max -0.5107 26 -0.0943 26 NC NC NC NC 92 min -1.4686 15 -0.2711 15 NC NC NC NC 93 2 max -0.5107 26 -0.0943 26 NC NC NC NC 94 min -1.4686 15 -0.2711 15 NC NC NC NC 95 3 max -0.5107 26 -0.0943 26 NC NC NC NC 96 min -1.4686 15 -0.2711 15 NC NC NC NC 97 4 max -0.5107 26 -0.0943 26 NC NC NC NC 98 min -1.4686 15 -0.2711 15 NC NC NC NC 99 5 max -0.5107 26 -0.0943 26 NC NC NC NC 100 min -1.4686 15 -0.2711 15 NC NC NC NC 101 M11 1 max 1.4348 15 0.2648 15 NC NC NC NC 102 min 0.712 24 0.1314 24 NC NC NC NC 103 2 max 1.4348 15 0.2648 15 NC NC NC NC 104 min 0.712 24 0.1314 24 NC NC NC NC 105 3 max 1.4348 15 0.2648 15 NC NC NC NC 106 min 0.712 24 0.1314 24 NC NC NC NC 107 4 max 1.4348 15 0.2648 15 NC NC NC NC 108 min 0.712 24 0.1314 24 NC NC NC NC 109 5 max 1.4348 15 0.2648 15 NC NC NC NC 110 min 0.712 24 0.1314 24 NC NC NC NC 111 M12 1 max -0.0291 18 -0.0054 18 NC NC NC NC 112 min -0.1037 9 -0.0191 9 NC NC NC NC 113 2 max -0.0291 18 -0.0054 18 NC NC NC NC 114 min -0.1037 9 -0.0191 9 NC NC NC NC 115 3 max -0.0291 18 -0.0054 18 NC NC NC NC 116 min -0.1037 9 -0.0191 9 NC NC NC NC 117 4 max -0.0291 18 -0.0054 18 NC NC NC NC 118 min -0.1037 9 -0.0191 9 NC NC NC NC 119 5 max -0.0291 18 -0.0054 18 NC NC NC NC 120 min -0.1037 9 -0.0191 9 NC NC NC NC 121 M13 1 max -0.8998 26 -0.1661 26 NC NC NC NC 122 min -1.9988 15 -0.3689 15 NC NC NC NC 123 2 max -0.8998 26 -0.1661 26 NC NC NC NC 124 min -1.9988 15 -0.3689 15 NC NC NC NC 125 3 max -0.8998 26 -0.1661 26 NC NC NC NC 126 min -1.9988 15 -0.3689 15 NC NC NC NC 127 4 max -0.8998 26 -0.1661 26 NC NC NC NC 128 min -1.9988 15 -0.3689 15 NC NC NC NC 129 5 max -0.8998 26 -0.1661 26 NC NC NC NC 130 min -1.9988 15 -0.3689 15 NC NC NC NC 131 M14 1 max 0.6394 20 0.118 20 NC NC NC NC 132 min 0.2778 24 0.0513 24 NC NC NC NC 133 2 max 0.6394 20 0.118 20 NC NC NC NC 134 min 0.2778 24 0.0513 24 NC NC NC NC 135 3 max 0.6394 20 0.118 20 NC NC NC NC 136 min 0.2778 24 0.0513 24 NC NC NC NC 137 4 max 0.6394 20 0.118 20 NC NC NC NC 138 min 0.2778 24 0.0513 24 NC NC NC NC 139 5 max 0.6394 20 0.118 20 NC NC NC NC 140 min 0.2778 24 0.0513 24 NC NC NC NC 141 M15 1 max 0.8775 18 0.162 18 NC NC NC NC 142 min 0.3967 22 0.0732 22 NC NC NC NC 143 2 max 0.8775 18 0.162 18 NC NC NC NC 144 min 0.3967 22 0.0732 22 NC NC NC NC 145 3 max 0.8775 18 0.162 18 NC NC NC NC 197 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 47 Envelope Member Torsion Stresses (Continued) MemberSec Torque[k-ft]LC Torsion Shear[ksi]LC y-y Warp Shear[ksi] z-z Warp Shear[ksi] z-Top Warp Bend[ksi] z-Bot Warp Bend[ksi] 146 min 0.3967 22 0.0732 22 NC NC NC NC 147 4 max 0.8775 18 0.162 18 NC NC NC NC 148 min 0.3967 22 0.0732 22 NC NC NC NC 149 5 max 0.8775 18 0.162 18 NC NC NC NC 150 min 0.3967 22 0.0732 22 NC NC NC NC 151 M16 1 max -0.0011 24 -0.0002 24 NC NC NC NC 152 min -0.1236 15 -0.0228 15 NC NC NC NC 153 2 max -0.0011 24 -0.0002 24 NC NC NC NC 154 min -0.1236 15 -0.0228 15 NC NC NC NC 155 3 max -0.0011 24 -0.0002 24 NC NC NC NC 156 min -0.1236 15 -0.0228 15 NC NC NC NC 157 4 max -0.0011 24 -0.0002 24 NC NC NC NC 158 min -0.1236 15 -0.0228 15 NC NC NC NC 159 5 max -0.0011 24 -0.0002 24 NC NC NC NC 160 min -0.1236 15 -0.0228 15 NC NC NC NC 161 M17 1 max 0 26 0 26 NC NC NC NC 162 min 0 9 0 9 NC NC NC NC 163 2 max 0 26 0 26 NC NC NC NC 164 min 0 9 0 9 NC NC NC NC 165 3 max 0 26 0 26 NC NC NC NC 166 min 0 9 0 9 NC NC NC NC 167 4 max 0 26 0 26 NC NC NC NC 168 min 0 9 0 9 NC NC NC NC 169 5 max 0 26 0 26 NC NC NC NC 170 min 0 9 0 9 NC NC NC NC 171 M18 1 max 0 26 0 26 NC NC NC NC 172 min 0 9 0 9 NC NC NC NC 173 2 max 0 26 0 26 NC NC NC NC 174 min 0 9 0 9 NC NC NC NC 175 3 max 0 26 0 26 NC NC NC NC 176 min 0 9 0 9 NC NC NC NC 177 4 max 0 26 0 26 NC NC NC NC 178 min 0 9 0 9 NC NC NC NC 179 5 max 0 26 0 26 NC NC NC NC 180 min 0 9 0 9 NC NC NC NC 181 M19 1 max -0.2894 24 -0.4318 24 NC NC NC NC 182 min -0.6673 15 -0.9957 15 NC NC NC NC 183 2 max -0.2894 24 -0.4318 24 NC NC NC NC 184 min -0.6673 15 -0.9957 15 NC NC NC NC 185 3 max -0.2894 24 -0.4318 24 NC NC NC NC 186 min -0.6673 15 -0.9957 15 NC NC NC NC 187 4 max -0.2894 24 -0.4318 24 NC NC NC NC 188 min -0.6673 15 -0.9957 15 NC NC NC NC 189 5 max -0.2894 24 -0.4318 24 NC NC NC NC 190 min -0.6673 15 -0.9957 15 NC NC NC NC 191 M20 1 max 1.4915 15 2.2254 15 NC NC NC NC 192 min 0.6457 24 0.9635 24 NC NC NC NC 193 2 max 1.4915 15 2.2254 15 NC NC NC NC 194 min 0.6457 24 0.9635 24 NC NC NC NC 195 3 max 1.4915 15 2.2254 15 NC NC NC NC 196 min 0.6457 24 0.9635 24 NC NC NC NC 197 4 max 1.4915 15 2.2254 15 NC NC NC NC 198 min 0.6457 24 0.9635 24 NC NC NC NC 199 5 max 1.4915 15 2.2254 15 NC NC NC NC 200 min 0.6457 24 0.9635 24 NC NC NC NC 198 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 48 Envelope Member Torsion Stresses (Continued) MemberSec Torque[k-ft]LC Torsion Shear[ksi]LC y-y Warp Shear[ksi] z-z Warp Shear[ksi] z-Top Warp Bend[ksi] z-Bot Warp Bend[ksi] 201 M21 1 max 0.176 15 0.0555 15 NC NC NC NC 202 min 0.0595 22 0.0188 22 NC NC NC NC 203 2 max 0.176 15 0.0555 15 NC NC NC NC 204 min 0.0595 22 0.0188 22 NC NC NC NC 205 3 max 0.1626 15 0.0513 15 NC NC NC NC 206 min 0.0569 22 0.0179 22 NC NC NC NC 207 4 max 0.1332 15 0.042 15 NC NC NC NC 208 min 0.0481 22 0.0152 22 NC NC NC NC 209 5 max 0.1332 15 0.042 15 NC NC NC NC 210 min 0.0481 22 0.0152 22 NC NC NC NC 211 M22 1 max 0.4913 15 0.7331 15 NC NC NC NC 212 min 0.2115 24 0.3156 24 NC NC NC NC 213 2 max 0.4913 15 0.7331 15 NC NC NC NC 214 min 0.2115 24 0.3156 24 NC NC NC NC 215 3 max 0.4913 15 0.7331 15 NC NC NC NC 216 min 0.2115 24 0.3156 24 NC NC NC NC 217 4 max 0.4913 15 0.7331 15 NC NC NC NC 218 min 0.2115 24 0.3156 24 NC NC NC NC 219 5 max 0.4913 15 0.7331 15 NC NC NC NC 220 min 0.2115 24 0.3156 24 NC NC NC NC 221 M23 1 max 0.4101 15 0.6119 15 NC NC NC NC 222 min 0.1754 22 0.2617 22 NC NC NC NC 223 2 max 0.4101 15 0.6119 15 NC NC NC NC 224 min 0.1754 22 0.2617 22 NC NC NC NC 225 3 max 0.4101 15 0.6119 15 NC NC NC NC 226 min 0.1754 22 0.2617 22 NC NC NC NC 227 4 max 0.4101 15 0.6119 15 NC NC NC NC 228 min 0.1754 22 0.2617 22 NC NC NC NC 229 5 max 0.4101 15 0.6119 15 NC NC NC NC 230 min 0.1754 22 0.2617 22 NC NC NC NC 231 M24 1 max 0.4781 20 0.7134 20 NC NC NC NC 232 min 0.2222 21 0.3315 21 NC NC NC NC 233 2 max 0.4781 20 0.7134 20 NC NC NC NC 234 min 0.2222 21 0.3315 21 NC NC NC NC 235 3 max 0.4781 20 0.7134 20 NC NC NC NC 236 min 0.2222 21 0.3315 21 NC NC NC NC 237 4 max 0.4781 20 0.7134 20 NC NC NC NC 238 min 0.2222 21 0.3315 21 NC NC NC NC 239 5 max 0.4781 20 0.7134 20 NC NC NC NC 240 min 0.2222 21 0.3315 21 NC NC NC NC 241 M25 1 max 0.6046 9 0.0704 9 NC NC NC NC 242 min -2.0766 12 -0.2417 12 NC NC NC NC 243 2 max 0.6046 9 0.0704 9 NC NC NC NC 244 min -2.0766 12 -0.2417 12 NC NC NC NC 245 3 max 0.6046 9 0.0704 9 NC NC NC NC 246 min -2.0766 12 -0.2417 12 NC NC NC NC 247 4 max 0.6046 9 0.0704 9 NC NC NC NC 248 min -2.0766 12 -0.2417 12 NC NC NC NC 249 5 max 0.6046 9 0.0704 9 NC NC NC NC 250 min -2.0766 12 -0.2417 12 NC NC NC NC 251 M26 1 max 0.6946 9 0.0809 9 NC NC NC NC 252 min -2.1241 12 -0.2472 12 NC NC NC NC 253 2 max 0.6946 9 0.0809 9 NC NC NC NC 254 min -2.1241 12 -0.2472 12 NC NC NC NC 255 3 max 0.6946 9 0.0809 9 NC NC NC NC 199 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 49 Envelope Member Torsion Stresses (Continued) MemberSec Torque[k-ft]LC Torsion Shear[ksi]LC y-y Warp Shear[ksi] z-z Warp Shear[ksi] z-Top Warp Bend[ksi] z-Bot Warp Bend[ksi] 256 min -2.1241 12 -0.2472 12 NC NC NC NC 257 4 max 0.6946 9 0.0809 9 NC NC NC NC 258 min -2.1241 12 -0.2472 12 NC NC NC NC 259 5 max 0.6946 9 0.0809 9 NC NC NC NC 260 min -2.1241 12 -0.2472 12 NC NC NC NC 261 M27 1 max 0 26 0 26 NC NC NC NC 262 min 0 9 0 9 NC NC NC NC 263 2 max 0 26 0 26 NC NC NC NC 264 min 0 9 0 9 NC NC NC NC 265 3 max 0 26 0 26 NC NC NC NC 266 min 0 9 0 9 NC NC NC NC 267 4 max 0 26 0 26 NC NC NC NC 268 min 0 9 0 9 NC NC NC NC 269 5 max 0 26 0 26 NC NC NC NC 270 min 0 9 0 9 NC NC NC NC 271 M28 1 max -0.1622 26 -0.0511 26 NC NC NC NC 272 min -0.4769 15 -0.1503 15 NC NC NC NC 273 2 max -0.1622 26 -0.0511 26 NC NC NC NC 274 min -0.4769 15 -0.1503 15 NC NC NC NC 275 3 max -0.1622 26 -0.0511 26 NC NC NC NC 276 min -0.4769 15 -0.1503 15 NC NC NC NC 277 4 max -0.1622 26 -0.0511 26 NC NC NC NC 278 min -0.4769 15 -0.1503 15 NC NC NC NC 279 5 max -0.1622 26 -0.0511 26 NC NC NC NC 280 min -0.4769 15 -0.1503 15 NC NC NC NC 281 M29 1 max 0 26 0 26 NC NC NC NC 282 min 0 9 0 9 NC NC NC NC 283 2 max 0 26 0 26 NC NC NC NC 284 min 0 9 0 9 NC NC NC NC 285 3 max 0 26 0 26 NC NC NC NC 286 min 0 9 0 9 NC NC NC NC 287 4 max 0 26 0 26 NC NC NC NC 288 min 0 9 0 9 NC NC NC NC 289 5 max 0 26 0 26 NC NC NC NC 290 min 0 9 0 9 NC NC NC NC 291 M30 1 max 0 26 0 26 NC NC NC NC 292 min 0 9 0 9 NC NC NC NC 293 2 max 0 26 0 26 NC NC NC NC 294 min 0 9 0 9 NC NC NC NC 295 3 max 0 26 0 26 NC NC NC NC 296 min 0 9 0 9 NC NC NC NC 297 4 max 0 26 0 26 NC NC NC NC 298 min 0 9 0 9 NC NC NC NC 299 5 max 0 26 0 26 NC NC NC NC 300 min 0 9 0 9 NC NC NC NC 301 M31 1 max 0 26 0 26 NC NC NC NC 302 min 0 9 0 9 NC NC NC NC 303 2 max 0 26 0 26 NC NC NC NC 304 min 0 9 0 9 NC NC NC NC 305 3 max 0 26 0 26 NC NC NC NC 306 min 0 9 0 9 NC NC NC NC 307 4 max 0 26 0 26 NC NC NC NC 308 min 0 9 0 9 NC NC NC NC 309 5 max 0 26 0 26 NC NC NC NC 310 min 0 9 0 9 NC NC NC NC 200 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 50 Envelope Member Torsion Stresses (Continued) MemberSec Torque[k-ft]LC Torsion Shear[ksi]LC y-y Warp Shear[ksi] z-z Warp Shear[ksi] z-Top Warp Bend[ksi] z-Bot Warp Bend[ksi] 311 M32 1 max 0.3351 20 0.1056 20 NC NC NC NC 312 min 0.1479 24 0.0466 24 NC NC NC NC 313 2 max 0.3351 20 0.1056 20 NC NC NC NC 314 min 0.1479 24 0.0466 24 NC NC NC NC 315 3 max 0.3351 20 0.1056 20 NC NC NC NC 316 min 0.1479 24 0.0466 24 NC NC NC NC 317 4 max 0.3351 20 0.1056 20 NC NC NC NC 318 min 0.1479 24 0.0466 24 NC NC NC NC 319 5 max 0.3351 20 0.1056 20 NC NC NC NC 320 min 0.1479 24 0.0466 24 NC NC NC NC 321 M33 1 max 0 26 0 26 NC NC NC NC 322 min 0 9 0 9 NC NC NC NC 323 2 max 0 26 0 26 NC NC NC NC 324 min 0 9 0 9 NC NC NC NC 325 3 max 0 26 0 26 NC NC NC NC 326 min 0 9 0 9 NC NC NC NC 327 4 max 0 26 0 26 NC NC NC NC 328 min 0 9 0 9 NC NC NC NC 329 5 max 0 26 0 26 NC NC NC NC 330 min 0 9 0 9 NC NC NC NC 331 M34 1 max -0.0028 24 -0.0009 24 NC NC NC NC 332 min -0.0542 15 -0.0171 15 NC NC NC NC 333 2 max -0.0028 24 -0.0009 24 NC NC NC NC 334 min -0.0542 15 -0.0171 15 NC NC NC NC 335 3 max -0.0028 24 -0.0009 24 NC NC NC NC 336 min -0.0542 15 -0.0171 15 NC NC NC NC 337 4 max -0.0028 24 -0.0009 24 NC NC NC NC 338 min -0.0542 15 -0.0171 15 NC NC NC NC 339 5 max -0.0028 24 -0.0009 24 NC NC NC NC 340 min -0.0542 15 -0.0171 15 NC NC NC NC 341 M35 1 max -0.0069 18 -0.0022 18 NC NC NC NC 342 min -0.0375 9 -0.0118 9 NC NC NC NC 343 2 max -0.0069 18 -0.0022 18 NC NC NC NC 344 min -0.0375 9 -0.0118 9 NC NC NC NC 345 3 max -0.0069 18 -0.0022 18 NC NC NC NC 346 min -0.0375 9 -0.0118 9 NC NC NC NC 347 4 max -0.0069 18 -0.0022 18 NC NC NC NC 348 min -0.0375 9 -0.0118 9 NC NC NC NC 349 5 max -0.0069 18 -0.0022 18 NC NC NC NC 350 min -0.0375 9 -0.0118 9 NC NC NC NC 351 M36 1 max -0.0074 21 -0.0023 21 NC NC NC NC 352 min -0.0158 16 -0.005 16 NC NC NC NC 353 2 max -0.0074 21 -0.0023 21 NC NC NC NC 354 min -0.0158 16 -0.005 16 NC NC NC NC 355 3 max -0.0074 21 -0.0023 21 NC NC NC NC 356 min -0.0158 16 -0.005 16 NC NC NC NC 357 4 max -0.0074 21 -0.0023 21 NC NC NC NC 358 min -0.0158 16 -0.005 16 NC NC NC NC 359 5 max -0.0074 21 -0.0023 21 NC NC NC NC 360 min -0.0158 16 -0.005 16 NC NC NC NC 361 M37 1 max 0.0853 20 0.0269 20 NC NC NC NC 362 min 0.031 21 0.0098 21 NC NC NC NC 363 2 max 0.0853 20 0.0269 20 NC NC NC NC 364 min 0.031 21 0.0098 21 NC NC NC NC 365 3 max 0.0853 20 0.0269 20 NC NC NC NC 201 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 51 Envelope Member Torsion Stresses (Continued) MemberSec Torque[k-ft]LC Torsion Shear[ksi]LC y-y Warp Shear[ksi] z-z Warp Shear[ksi] z-Top Warp Bend[ksi] z-Bot Warp Bend[ksi] 366 min 0.031 21 0.0098 21 NC NC NC NC 367 4 max 0.0853 20 0.0269 20 NC NC NC NC 368 min 0.031 21 0.0098 21 NC NC NC NC 369 5 max 0.0853 20 0.0269 20 NC NC NC NC 370 min 0.031 21 0.0098 21 NC NC NC NC 371 M38 1 max 0.0005 15 0.0002 15 NC NC NC NC 372 min 0.0002 24 0.0001 24 NC NC NC NC 373 2 max 0.0005 15 0.0002 15 NC NC NC NC 374 min 0.0002 24 0.0001 24 NC NC NC NC 375 3 max 0.0005 15 0.0002 15 NC NC NC NC 376 min 0.0002 24 0.0001 24 NC NC NC NC 377 4 max 0.0005 15 0.0002 15 NC NC NC NC 378 min 0.0002 24 0.0001 24 NC NC NC NC 379 5 max 0.0005 15 0.0002 15 NC NC NC NC 380 min 0.0002 24 0.0001 24 NC NC NC NC 381 M39 1 max 0.004 9 0.0013 9 NC NC NC NC 382 min -0.0085 16 -0.0027 16 NC NC NC NC 383 2 max 0.004 9 0.0013 9 NC NC NC NC 384 min -0.0085 16 -0.0027 16 NC NC NC NC 385 3 max 0.004 9 0.0013 9 NC NC NC NC 386 min -0.0085 16 -0.0027 16 NC NC NC NC 387 4 max 0.004 9 0.0013 9 NC NC NC NC 388 min -0.0085 16 -0.0027 16 NC NC NC NC 389 5 max 0.004 9 0.0013 9 NC NC NC NC 390 min -0.0085 16 -0.0027 16 NC NC NC NC 391 M40 1 max 0.2892 15 0.0912 15 NC NC NC NC 392 min -0.0807 10 -0.0254 10 NC NC NC NC 393 2 max 0.2892 15 0.0912 15 NC NC NC NC 394 min -0.0807 10 -0.0254 10 NC NC NC NC 395 3 max 0.2892 15 0.0912 15 NC NC NC NC 396 min -0.0807 10 -0.0254 10 NC NC NC NC 397 4 max 0.2892 15 0.0912 15 NC NC NC NC 398 min -0.0807 10 -0.0254 10 NC NC NC NC 399 5 max 0.2892 15 0.0912 15 NC NC NC NC 400 min -0.0807 10 -0.0254 10 NC NC NC NC 401 M41 1 max 5.5248 15 1.7416 15 NC NC NC NC 402 min 2.3883 24 0.7529 24 NC NC NC NC 403 2 max 5.5248 15 1.7416 15 NC NC NC NC 404 min 2.3883 24 0.7529 24 NC NC NC NC 405 3 max 5.5248 15 1.7416 15 NC NC NC NC 406 min 2.3883 24 0.7529 24 NC NC NC NC 407 4 max 5.5248 15 1.7416 15 NC NC NC NC 408 min 2.3883 24 0.7529 24 NC NC NC NC 409 5 max 5.5248 15 1.7416 15 NC NC NC NC 410 min 2.3883 24 0.7529 24 NC NC NC NC 411 M42 1 max -2.4326 24 -0.7668 24 NC NC NC NC 412 min -5.7918 15 -1.8257 15 NC NC NC NC 413 2 max -2.4326 24 -0.7668 24 NC NC NC NC 414 min -5.7918 15 -1.8257 15 NC NC NC NC 415 3 max -2.4326 24 -0.7668 24 NC NC NC NC 416 min -5.7918 15 -1.8257 15 NC NC NC NC 417 4 max -2.4326 24 -0.7668 24 NC NC NC NC 418 min -5.7918 15 -1.8257 15 NC NC NC NC 419 5 max -2.4326 24 -0.7668 24 NC NC NC NC 420 min -5.7918 15 -1.8257 15 NC NC NC NC 202 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 52 Envelope Member Torsion Stresses (Continued) MemberSec Torque[k-ft]LC Torsion Shear[ksi]LC y-y Warp Shear[ksi] z-z Warp Shear[ksi] z-Top Warp Bend[ksi] z-Bot Warp Bend[ksi] 421 M43 1 max 3.4897 9 1.1001 9 NC NC NC NC 422 min 2.0921 24 0.6595 24 NC NC NC NC 423 2 max 3.4897 9 1.1001 9 NC NC NC NC 424 min 2.0921 24 0.6595 24 NC NC NC NC 425 3 max 3.4897 9 1.1001 9 NC NC NC NC 426 min 2.0921 24 0.6595 24 NC NC NC NC 427 4 max 3.4897 9 1.1001 9 NC NC NC NC 428 min 2.0921 24 0.6595 24 NC NC NC NC 429 5 max 3.4897 9 1.1001 9 NC NC NC NC 430 min 2.0921 24 0.6595 24 NC NC NC NC 431 M44 1 max -1.9161 24 -0.604 24 NC NC NC NC 432 min -3.1962 9 -1.0075 9 NC NC NC NC 433 2 max -1.9161 24 -0.604 24 NC NC NC NC 434 min -3.1962 9 -1.0075 9 NC NC NC NC 435 3 max -1.9161 24 -0.604 24 NC NC NC NC 436 min -3.1962 9 -1.0075 9 NC NC NC NC 437 4 max -1.9161 24 -0.604 24 NC NC NC NC 438 min -3.1962 9 -1.0075 9 NC NC NC NC 439 5 max -1.9161 24 -0.604 24 NC NC NC NC 440 min -3.1962 9 -1.0075 9 NC NC NC NC 441 M45 1 max 3.0578 18 0.9639 18 NC NC NC NC 442 min 1.2315 22 0.3882 22 NC NC NC NC 443 2 max 3.0578 18 0.9639 18 NC NC NC NC 444 min 1.2315 22 0.3882 22 NC NC NC NC 445 3 max -0.4904 26 -0.1546 26 NC NC NC NC 446 min -1.1621 15 -0.3663 15 NC NC NC NC 447 4 max -0.4991 26 -0.1573 26 NC NC NC NC 448 min -1.1914 18 -0.3756 18 NC NC NC NC 449 5 max -0.4991 26 -0.1573 26 NC NC NC NC 450 min -1.1914 18 -0.3756 18 NC NC NC NC 451 M46 1 max -1.0366 21 -0.3268 21 NC NC NC NC 452 min -2.5588 16 -0.8066 16 NC NC NC NC 453 2 max -1.0366 21 -0.3268 21 NC NC NC NC 454 min -2.5588 16 -0.8066 16 NC NC NC NC 455 3 max 0.9639 20 0.3038 20 NC NC NC NC 456 min 0.4144 21 0.1306 21 NC NC NC NC 457 4 max 0.9774 20 0.3081 20 NC NC NC NC 458 min 0.417 21 0.1314 21 NC NC NC NC 459 5 max 0.9774 20 0.3081 20 NC NC NC NC 460 min 0.417 21 0.1314 21 NC NC NC NC 461 M47 1 max 0.0119 14 0.0037 14 NC NC NC NC 462 min -0.0125 15 -0.0039 15 NC NC NC NC 463 2 max 0.0119 14 0.0037 14 NC NC NC NC 464 min -0.0125 15 -0.0039 15 NC NC NC NC 465 3 max -0.0452 26 -0.0143 26 NC NC NC NC 466 min -0.1224 15 -0.0386 15 NC NC NC NC 467 4 max -0.0929 26 -0.0293 26 NC NC NC NC 468 min -0.2203 15 -0.0694 15 NC NC NC NC 469 5 max -0.0929 26 -0.0293 26 NC NC NC NC 470 min -0.2203 15 -0.0694 15 NC NC NC NC 471 M48 1 max -0.1817 26 -0.2711 26 NC NC NC NC 472 min -0.4001 15 -0.597 15 NC NC NC NC 473 2 max -0.1817 26 -0.2711 26 NC NC NC NC 474 min -0.4001 15 -0.597 15 NC NC NC NC 475 3 max -0.1817 26 -0.2711 26 NC NC NC NC 203 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 53 Envelope Member Torsion Stresses (Continued) MemberSec Torque[k-ft]LC Torsion Shear[ksi]LC y-y Warp Shear[ksi] z-z Warp Shear[ksi] z-Top Warp Bend[ksi] z-Bot Warp Bend[ksi] 476 min -0.4001 15 -0.597 15 NC NC NC NC 477 4 max -0.1817 26 -0.2711 26 NC NC NC NC 478 min -0.4001 15 -0.597 15 NC NC NC NC 479 5 max -0.1817 26 -0.2711 26 NC NC NC NC 480 min -0.4001 15 -0.597 15 NC NC NC NC 481 M49 1 max -0.0739 24 -0.1103 24 NC NC NC NC 482 min -0.1557 16 -0.2323 16 NC NC NC NC 483 2 max -0.0739 24 -0.1103 24 NC NC NC NC 484 min -0.1557 16 -0.2323 16 NC NC NC NC 485 3 max -0.0739 24 -0.1103 24 NC NC NC NC 486 min -0.1557 16 -0.2323 16 NC NC NC NC 487 4 max -0.0739 24 -0.1103 24 NC NC NC NC 488 min -0.1557 16 -0.2323 16 NC NC NC NC 489 5 max -0.0739 24 -0.1103 24 NC NC NC NC 490 min -0.1557 16 -0.2323 16 NC NC NC NC 491 M50 1 max 0.1385 15 0.2066 15 NC NC NC NC 492 min 0.0674 22 0.1005 22 NC NC NC NC 493 2 max 0.1385 15 0.2066 15 NC NC NC NC 494 min 0.0674 22 0.1005 22 NC NC NC NC 495 3 max 0.1385 15 0.2066 15 NC NC NC NC 496 min 0.0674 22 0.1005 22 NC NC NC NC 497 4 max 0.1385 15 0.2066 15 NC NC NC NC 498 min 0.0674 22 0.1005 22 NC NC NC NC 499 5 max 0.1385 15 0.2066 15 NC NC NC NC 500 min 0.0674 22 0.1005 22 NC NC NC NC 501 M51 1 max 0.0415 18 0.062 18 NC NC NC NC 502 min 0.0124 22 0.0185 22 NC NC NC NC 503 2 max 0.0415 18 0.062 18 NC NC NC NC 504 min 0.0124 22 0.0185 22 NC NC NC NC 505 3 max 0.0415 18 0.062 18 NC NC NC NC 506 min 0.0124 22 0.0185 22 NC NC NC NC 507 4 max 0.0415 18 0.062 18 NC NC NC NC 508 min 0.0124 22 0.0185 22 NC NC NC NC 509 5 max 0.0415 18 0.062 18 NC NC NC NC 510 min 0.0124 22 0.0185 22 NC NC NC NC 511 M52 1 max -0.0036 21 -0.0054 21 NC NC NC NC 512 min -0.0193 18 -0.0287 18 NC NC NC NC 513 2 max -0.0036 21 -0.0054 21 NC NC NC NC 514 min -0.0193 18 -0.0287 18 NC NC NC NC 515 3 max -0.0036 21 -0.0054 21 NC NC NC NC 516 min -0.0193 18 -0.0287 18 NC NC NC NC 517 4 max -0.0036 21 -0.0054 21 NC NC NC NC 518 min -0.0193 18 -0.0287 18 NC NC NC NC 519 5 max -0.0036 21 -0.0054 21 NC NC NC NC 520 min -0.0193 18 -0.0287 18 NC NC NC NC 521 M53 1 max 0.7841 15 0.2472 15 NC NC NC NC 522 min 0.4439 24 0.1399 24 NC NC NC NC 523 2 max 0.7841 15 0.2472 15 NC NC NC NC 524 min 0.4439 24 0.1399 24 NC NC NC NC 525 3 max 0.7841 15 0.2472 15 NC NC NC NC 526 min 0.4439 24 0.1399 24 NC NC NC NC 527 4 max 0.7841 15 0.2472 15 NC NC NC NC 528 min 0.4439 24 0.1399 24 NC NC NC NC 529 5 max 0.7841 15 0.2472 15 NC NC NC NC 530 min 0.4439 24 0.1399 24 NC NC NC NC 204 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 54 Envelope Member Torsion Stresses (Continued) MemberSec Torque[k-ft]LC Torsion Shear[ksi]LC y-y Warp Shear[ksi] z-z Warp Shear[ksi] z-Top Warp Bend[ksi] z-Bot Warp Bend[ksi] 531 M54 1 max -0.1805 26 -0.0569 26 NC NC NC NC 532 min -0.5248 15 -0.1654 15 NC NC NC NC 533 2 max -0.1805 26 -0.0569 26 NC NC NC NC 534 min -0.5248 15 -0.1654 15 NC NC NC NC 535 3 max -0.1805 26 -0.0569 26 NC NC NC NC 536 min -0.5248 15 -0.1654 15 NC NC NC NC 537 4 max -0.1805 26 -0.0569 26 NC NC NC NC 538 min -0.5248 15 -0.1654 15 NC NC NC NC 539 5 max -0.1805 26 -0.0569 26 NC NC NC NC 540 min -0.5248 15 -0.1654 15 NC NC NC NC 541 M55 1 max -0.2283 21 -0.072 21 NC NC NC NC 542 min -0.386 12 -0.1217 12 NC NC NC NC 543 2 max -0.2283 21 -0.072 21 NC NC NC NC 544 min -0.386 12 -0.1217 12 NC NC NC NC 545 3 max -0.2283 21 -0.072 21 NC NC NC NC 546 min -0.386 12 -0.1217 12 NC NC NC NC 547 4 max -0.2283 21 -0.072 21 NC NC NC NC 548 min -0.386 12 -0.1217 12 NC NC NC NC 549 5 max -0.2283 21 -0.072 21 NC NC NC NC 550 min -0.386 12 -0.1217 12 NC NC NC NC 551 M56 1 max -0.0807 24 -0.1205 24 NC NC NC NC 552 min -0.1851 15 -0.2762 15 NC NC NC NC 553 2 max -0.0807 24 -0.1205 24 NC NC NC NC 554 min -0.1851 15 -0.2762 15 NC NC NC NC 555 3 max -0.0807 24 -0.1205 24 NC NC NC NC 556 min -0.1851 15 -0.2762 15 NC NC NC NC 557 4 max -0.0807 24 -0.1205 24 NC NC NC NC 558 min -0.1851 15 -0.2762 15 NC NC NC NC 559 5 max -0.0807 24 -0.1205 24 NC NC NC NC 560 min -0.1851 15 -0.2762 15 NC NC NC NC 561 M57 1 max -0.326 26 -0.1028 26 NC NC NC NC 562 min -0.7487 18 -0.236 18 NC NC NC NC 563 2 max -0.326 26 -0.1028 26 NC NC NC NC 564 min -0.7487 18 -0.236 18 NC NC NC NC 565 3 max -0.326 26 -0.1028 26 NC NC NC NC 566 min -0.7487 18 -0.236 18 NC NC NC NC 567 4 max -0.326 26 -0.1028 26 NC NC NC NC 568 min -0.7487 18 -0.236 18 NC NC NC NC 569 5 max -0.326 26 -0.1028 26 NC NC NC NC 570 min -0.7487 18 -0.236 18 NC NC NC NC 571 M58 1 max -0.3012 21 -0.0949 21 NC NC NC NC 572 min -0.7003 18 -0.2208 18 NC NC NC NC 573 2 max -0.3012 21 -0.0949 21 NC NC NC NC 574 min -0.7003 18 -0.2208 18 NC NC NC NC 575 3 max -0.3012 21 -0.0949 21 NC NC NC NC 576 min -0.7003 18 -0.2208 18 NC NC NC NC 577 4 max -0.3012 21 -0.0949 21 NC NC NC NC 578 min -0.7003 18 -0.2208 18 NC NC NC NC 579 5 max -0.3012 21 -0.0949 21 NC NC NC NC 580 min -0.7003 18 -0.2208 18 NC NC NC NC 581 M59 1 max -0.4514 21 -0.0833 21 NC NC NC NC 582 min -1.074 18 -0.1982 18 NC NC NC NC 583 2 max -0.4514 21 -0.0833 21 NC NC NC NC 584 min -1.074 18 -0.1982 18 NC NC NC NC 585 3 max -0.4514 21 -0.0833 21 NC NC NC NC 205 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 55 Envelope Member Torsion Stresses (Continued) MemberSec Torque[k-ft]LC Torsion Shear[ksi]LC y-y Warp Shear[ksi] z-z Warp Shear[ksi] z-Top Warp Bend[ksi] z-Bot Warp Bend[ksi] 586 min -1.074 18 -0.1982 18 NC NC NC NC 587 4 max -0.4514 21 -0.0833 21 NC NC NC NC 588 min -1.074 18 -0.1982 18 NC NC NC NC 589 5 max -0.4514 21 -0.0833 21 NC NC NC NC 590 min -1.074 18 -0.1982 18 NC NC NC NC 591 M60 1 max 1.687 15 0.3114 15 NC NC NC NC 592 min 0.6345 24 0.1171 24 NC NC NC NC 593 2 max 1.687 15 0.3114 15 NC NC NC NC 594 min 0.6345 24 0.1171 24 NC NC NC NC 595 3 max 1.687 15 0.3114 15 NC NC NC NC 596 min 0.6345 24 0.1171 24 NC NC NC NC 597 4 max 1.687 15 0.3114 15 NC NC NC NC 598 min 0.6345 24 0.1171 24 NC NC NC NC 599 5 max 1.687 15 0.3114 15 NC NC NC NC 600 min 0.6345 24 0.1171 24 NC NC NC NC 601 M61 1 max 0.6733 15 0.2123 15 NC NC NC NC 602 min 0.2515 24 0.0793 24 NC NC NC NC 603 2 max 0.6733 15 0.2123 15 NC NC NC NC 604 min 0.2515 24 0.0793 24 NC NC NC NC 605 3 max 0.6733 15 0.2123 15 NC NC NC NC 606 min 0.2515 24 0.0793 24 NC NC NC NC 607 4 max 0.6733 15 0.2123 15 NC NC NC NC 608 min 0.2515 24 0.0793 24 NC NC NC NC 609 5 max 0.6733 15 0.2123 15 NC NC NC NC 610 min 0.2515 24 0.0793 24 NC NC NC NC 611 M62 1 max -0.4488 24 -0.6696 24 NC NC NC NC 612 min -1.0393 16 -1.5507 16 NC NC NC NC 613 2 max -0.4488 24 -0.6696 24 NC NC NC NC 614 min -1.0393 16 -1.5507 16 NC NC NC NC 615 3 max -0.4488 24 -0.6696 24 NC NC NC NC 616 min -1.0393 16 -1.5507 16 NC NC NC NC 617 4 max -0.4488 24 -0.6696 24 NC NC NC NC 618 min -1.0393 16 -1.5507 16 NC NC NC NC 619 5 max -0.4488 24 -0.6696 24 NC NC NC NC 620 min -1.0393 16 -1.5507 16 NC NC NC NC 621 M63 1 max 0.1451 9 0.2165 9 NC NC NC NC 622 min 0.0865 24 0.1291 24 NC NC NC NC 623 2 max 0.1451 9 0.2165 9 NC NC NC NC 624 min 0.0865 24 0.1291 24 NC NC NC NC 625 3 max 0.1451 9 0.2165 9 NC NC NC NC 626 min 0.0865 24 0.1291 24 NC NC NC NC 627 4 max 0.1451 9 0.2165 9 NC NC NC NC 628 min 0.0865 24 0.1291 24 NC NC NC NC 629 5 max 0.1451 9 0.2165 9 NC NC NC NC 630 min 0.0865 24 0.1291 24 NC NC NC NC 631 M64 1 max -0.5981 21 -0.8924 21 NC NC NC NC 632 min -1.2419 16 -1.853 16 NC NC NC NC 633 2 max -0.5981 21 -0.8924 21 NC NC NC NC 634 min -1.2419 16 -1.853 16 NC NC NC NC 635 3 max -0.5981 21 -0.8924 21 NC NC NC NC 636 min -1.2419 16 -1.853 16 NC NC NC NC 637 4 max -0.5981 21 -0.8924 21 NC NC NC NC 638 min -1.2419 16 -1.853 16 NC NC NC NC 639 5 max -0.5981 21 -0.8924 21 NC NC NC NC 640 min -1.2419 16 -1.853 16 NC NC NC NC 206 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 56 Envelope Member Torsion Stresses (Continued) MemberSec Torque[k-ft]LC Torsion Shear[ksi]LC y-y Warp Shear[ksi] z-z Warp Shear[ksi] z-Top Warp Bend[ksi] z-Bot Warp Bend[ksi] 641 M65 1 max -0.8857 21 -1.3215 21 NC NC NC NC 642 min -1.7905 18 -2.6717 18 NC NC NC NC 643 2 max -0.8857 21 -1.3215 21 NC NC NC NC 644 min -1.7905 18 -2.6717 18 NC NC NC NC 645 3 max -0.8857 21 -1.3215 21 NC NC NC NC 646 min -1.7905 18 -2.6717 18 NC NC NC NC 647 4 max -0.8857 21 -1.3215 21 NC NC NC NC 648 min -1.7905 18 -2.6717 18 NC NC NC NC 649 5 max -0.8857 21 -1.3215 21 NC NC NC NC 650 min -1.7905 18 -2.6717 18 NC NC NC NC 651 M66 1 max -1.6023 21 -2.3907 21 NC NC NC NC 652 min -3.1539 18 -4.706 18 NC NC NC NC 653 2 max -1.6023 21 -2.3907 21 NC NC NC NC 654 min -3.1539 18 -4.706 18 NC NC NC NC 655 3 max -1.6023 21 -2.3907 21 NC NC NC NC 656 min -3.1539 18 -4.706 18 NC NC NC NC 657 4 max -1.6023 21 -2.3907 21 NC NC NC NC 658 min -3.1539 18 -4.706 18 NC NC NC NC 659 5 max -1.6023 21 -2.3907 21 NC NC NC NC 660 min -3.1539 18 -4.706 18 NC NC NC NC 661 M67 1 max 4.6973 18 7.0089 18 NC NC NC NC 662 min 2.3424 21 3.495 21 NC NC NC NC 663 2 max 4.6973 18 7.0089 18 NC NC NC NC 664 min 2.3424 21 3.495 21 NC NC NC NC 665 3 max 4.6973 18 7.0089 18 NC NC NC NC 666 min 2.3424 21 3.495 21 NC NC NC NC 667 4 max 4.6973 18 7.0089 18 NC NC NC NC 668 min 2.3424 21 3.495 21 NC NC NC NC 669 5 max 4.6973 18 7.0089 18 NC NC NC NC 670 min 2.3424 21 3.495 21 NC NC NC NC 671 M68 1 max 0.9571 15 1.428 15 NC NC NC NC 672 min 0.4619 24 0.6892 24 NC NC NC NC 673 2 max 0.9571 15 1.428 15 NC NC NC NC 674 min 0.4619 24 0.6892 24 NC NC NC NC 675 3 max 0.9571 15 1.428 15 NC NC NC NC 676 min 0.4619 24 0.6892 24 NC NC NC NC 677 4 max 0.9571 15 1.428 15 NC NC NC NC 678 min 0.4619 24 0.6892 24 NC NC NC NC 679 5 max 0.9571 15 1.428 15 NC NC NC NC 680 min 0.4619 24 0.6892 24 NC NC NC NC 681 M69 1 max -0.654 24 -0.9759 24 NC NC NC NC 682 min -1.3735 15 -2.0493 15 NC NC NC NC 683 2 max -0.654 24 -0.9759 24 NC NC NC NC 684 min -1.3735 15 -2.0493 15 NC NC NC NC 685 3 max -0.654 24 -0.9759 24 NC NC NC NC 686 min -1.3735 15 -2.0493 15 NC NC NC NC 687 4 max -0.654 24 -0.9759 24 NC NC NC NC 688 min -1.3735 15 -2.0493 15 NC NC NC NC 689 5 max -0.654 24 -0.9759 24 NC NC NC NC 690 min -1.3735 15 -2.0493 15 NC NC NC NC 691 M70 1 max -2.2184 24 -3.3101 24 NC NC NC NC 692 min -4.3663 15 -6.515 15 NC NC NC NC 693 2 max -2.2184 24 -3.3101 24 NC NC NC NC 694 min -4.3663 15 -6.515 15 NC NC NC NC 695 3 max -2.2184 24 -3.3101 24 NC NC NC NC 207 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 57 Envelope Member Torsion Stresses (Continued) MemberSec Torque[k-ft]LC Torsion Shear[ksi]LC y-y Warp Shear[ksi] z-z Warp Shear[ksi] z-Top Warp Bend[ksi] z-Bot Warp Bend[ksi] 696 min -4.3663 15 -6.515 15 NC NC NC NC 697 4 max -2.2184 24 -3.3101 24 NC NC NC NC 698 min -4.3663 15 -6.515 15 NC NC NC NC 699 5 max -2.2184 24 -3.3101 24 NC NC NC NC 700 min -4.3663 15 -6.515 15 NC NC NC NC 701 M71 1 max 0.0055 15 0.0082 15 NC NC NC NC 702 min -0.0855 12 -0.1276 12 NC NC NC NC 703 2 max 0.0055 15 0.0082 15 NC NC NC NC 704 min -0.0855 12 -0.1276 12 NC NC NC NC 705 3 max 0.0055 15 0.0082 15 NC NC NC NC 706 min -0.0855 12 -0.1276 12 NC NC NC NC 707 4 max 0.0055 15 0.0082 15 NC NC NC NC 708 min -0.0855 12 -0.1276 12 NC NC NC NC 709 5 max 0.0055 15 0.0082 15 NC NC NC NC 710 min -0.0855 12 -0.1276 12 NC NC NC NC 711 M72 1 max 1.6797 15 2.5062 15 NC NC NC NC 712 min 0.8456 24 1.2617 24 NC NC NC NC 713 2 max 1.6797 15 2.5062 15 NC NC NC NC 714 min 0.8456 24 1.2617 24 NC NC NC NC 715 3 max 1.6797 15 2.5062 15 NC NC NC NC 716 min 0.8456 24 1.2617 24 NC NC NC NC 717 4 max 1.6797 15 2.5062 15 NC NC NC NC 718 min 0.8456 24 1.2617 24 NC NC NC NC 719 5 max 1.6797 15 2.5062 15 NC NC NC NC 720 min 0.8456 24 1.2617 24 NC NC NC NC 721 M73 1 max 2.8463 15 4.247 15 NC NC NC NC 722 min 1.4957 24 2.2318 24 NC NC NC NC 723 2 max 2.8463 15 4.247 15 NC NC NC NC 724 min 1.4957 24 2.2318 24 NC NC NC NC 725 3 max 2.8463 15 4.247 15 NC NC NC NC 726 min 1.4957 24 2.2318 24 NC NC NC NC 727 4 max 2.8463 15 4.247 15 NC NC NC NC 728 min 1.4957 24 2.2318 24 NC NC NC NC 729 5 max 2.8463 15 4.247 15 NC NC NC NC 730 min 1.4957 24 2.2318 24 NC NC NC NC 731 M74 1 max 1.7587 20 2.6242 20 NC NC NC NC 732 min 0.8405 21 1.2541 21 NC NC NC NC 733 2 max 1.7587 20 2.6242 20 NC NC NC NC 734 min 0.8405 21 1.2541 21 NC NC NC NC 735 3 max 1.7587 20 2.6242 20 NC NC NC NC 736 min 0.8405 21 1.2541 21 NC NC NC NC 737 4 max 1.7587 20 2.6242 20 NC NC NC NC 738 min 0.8405 21 1.2541 21 NC NC NC NC 739 5 max 1.7587 20 2.6242 20 NC NC NC NC 740 min 0.8405 21 1.2541 21 NC NC NC NC 741 M75 1 max 2.9429 18 4.3911 18 NC NC NC NC 742 min 1.4806 21 2.2092 21 NC NC NC NC 743 2 max 2.9429 18 4.3911 18 NC NC NC NC 744 min 1.4806 21 2.2092 21 NC NC NC NC 745 3 max 2.9429 18 4.3911 18 NC NC NC NC 746 min 1.4806 21 2.2092 21 NC NC NC NC 747 4 max 2.9429 18 4.3911 18 NC NC NC NC 748 min 1.4806 21 2.2092 21 NC NC NC NC 749 5 max 2.9429 18 4.3911 18 NC NC NC NC 750 min 1.4806 21 2.2092 21 NC NC NC NC 208 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 58 Envelope Member Torsion Stresses (Continued) MemberSec Torque[k-ft]LC Torsion Shear[ksi]LC y-y Warp Shear[ksi] z-z Warp Shear[ksi] z-Top Warp Bend[ksi] z-Bot Warp Bend[ksi] 751 M76 1 max -2.0252 21 -3.0217 21 NC NC NC NC 752 min -3.964 18 -5.9147 18 NC NC NC NC 753 2 max -2.0252 21 -3.0217 21 NC NC NC NC 754 min -3.964 18 -5.9147 18 NC NC NC NC 755 3 max -2.0252 21 -3.0217 21 NC NC NC NC 756 min -3.964 18 -5.9147 18 NC NC NC NC 757 4 max -2.0252 21 -3.0217 21 NC NC NC NC 758 min -3.964 18 -5.9147 18 NC NC NC NC 759 5 max -2.0252 21 -3.0217 21 NC NC NC NC 760 min -3.964 18 -5.9147 18 NC NC NC NC 761 M77 1 max -1.3715 24 -2.0465 24 NC NC NC NC 762 min -2.6398 15 -3.9388 15 NC NC NC NC 763 2 max -1.3715 24 -2.0465 24 NC NC NC NC 764 min -2.6398 15 -3.9388 15 NC NC NC NC 765 3 max -1.3715 24 -2.0465 24 NC NC NC NC 766 min -2.6398 15 -3.9388 15 NC NC NC NC 767 4 max -1.3715 24 -2.0465 24 NC NC NC NC 768 min -2.6398 15 -3.9388 15 NC NC NC NC 769 5 max -1.3715 24 -2.0465 24 NC NC NC NC 770 min -2.6398 15 -3.9388 15 NC NC NC NC 771 M78 1 max 3.5655 15 5.3201 15 NC NC NC NC 772 min 1.8814 24 2.8073 24 NC NC NC NC 773 2 max 3.5655 15 5.3201 15 NC NC NC NC 774 min 1.8814 24 2.8073 24 NC NC NC NC 775 3 max 3.5655 15 5.3201 15 NC NC NC NC 776 min 1.8814 24 2.8073 24 NC NC NC NC 777 4 max 3.5655 15 5.3201 15 NC NC NC NC 778 min 1.8814 24 2.8073 24 NC NC NC NC 779 5 max 3.5655 15 5.3201 15 NC NC NC NC 780 min 1.8814 24 2.8073 24 NC NC NC NC Envelope Member Section Stresses Member Sec Axial[ksi] LC y Shear[ksi] LC z Shear[ksi] LC y-Top[ksi] LC y-Bot[ksi] LC z-Top[ksi] LC z-Bot[ksi] LC 1 M1 1 max 0.8184 15 0.3922 9 0.0173 9 0 26 11.1408 9 13.031 12 0.4905 9 2 min 0.3745 22 0 10 -0.4588 12 -11.1408 9 0 10 -0.4905 9 -13.031 12 3 2 max 0.8047 15 0.3922 9 0.0173 9 0 26 8.3556 9 9.7733 12 0.3679 9 4 min 0.3662 22 0 10 -0.4588 12 -8.3556 9 0 10 -0.3679 9 -9.7733 12 5 3 max 0.791 15 0.3922 9 0.0173 9 0 26 5.5704 9 6.5155 12 0.2453 9 6 min 0.358 22 0 10 -0.4588 12 -5.5704 9 0 10 -0.2453 9 -6.5155 12 7 4 max 0.7773 15 0.3922 9 0.0173 9 0 26 2.7852 9 3.2578 12 0.1226 9 8 min 0.3498 22 0 10 -0.4588 12 -2.7852 9 0 10 -0.1226 9 -3.2578 12 9 5 max 0.7635 15 0.3922 9 0.0173 9 0 26 0 26 0 26 0 26 10 min 0.3415 22 0 10 -0.4588 12 0 9 0 9 0 9 0 9 11 M2 1 max 0.5162 20 0.392 9 0 26 0 26 11.1347 9 10.257 12 0 26 12 min 0.2468 21 0 10 -0.3611 12 -11.1347 9 0 10 0 10 -10.257 12 13 2 max 0.5025 20 0.392 9 0 26 0 26 8.351 9 7.6928 12 0 26 14 min 0.2386 21 0 10 -0.3611 12 -8.351 9 0 10 0 10 -7.6928 12 15 3 max 0.4887 20 0.392 9 0 26 0 26 5.5673 9 5.1285 12 0 26 16 min 0.2303 21 0 10 -0.3611 12 -5.5673 9 0 10 0 10 -5.1285 12 17 4 max 0.475 20 0.392 9 0 26 0 26 2.7837 9 2.5643 12 0 26 18 min 0.2221 21 0 10 -0.3611 12 -2.7837 9 0 10 0 10 -2.5643 12 19 5 max 0.4613 20 0.392 9 0 26 0 26 0 26 0 26 0 26 20 min 0.2139 21 0 10 -0.3611 12 0 9 0 9 0 9 0 9 21 M3 1 max 1.1032 20 0.4761 9 0.0171 9 0.9912 12 13.5223 9 13.041 12 0.487 9 22 min 0.4693 21 -0.0349 12 -0.4591 12 -13.5223 9 -0.9912 12 -0.487 9 -13.041 12 209 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 59 Envelope Member Section Stresses (Continued) Member Sec Axial[ksi] LC y Shear[ksi] LC z Shear[ksi] LC y-Top[ksi] LC y-Bot[ksi] LC z-Top[ksi] LC z-Bot[ksi] LC 23 2 max 1.0894 20 0.4761 9 0.0171 9 0.7434 12 10.1418 9 9.7808 12 0.3652 9 24 min 0.461 21 -0.0349 12 -0.4591 12 -10.1418 9 -0.7434 12 -0.3652 9 -9.7808 12 25 3 max 1.0757 20 0.4761 9 0.0171 9 0.4956 12 6.7612 9 6.5205 12 0.2435 9 26 min 0.4528 21 -0.0349 12 -0.4591 12 -6.7612 9 -0.4956 12 -0.2435 9 -6.5205 12 27 4 max 1.062 20 0.4761 9 0.0171 9 0.2478 12 3.3806 9 3.2603 12 0.1217 9 28 min 0.4446 21 -0.0349 12 -0.4591 12 -3.3806 9 -0.2478 12 -0.1217 9 -3.2603 12 29 5 max 1.0483 20 0.4761 9 0.0171 9 0 26 0 26 0 26 0 26 30 min 0.4363 21 -0.0349 12 -0.4591 12 0 9 0 9 0 9 0 9 31 M4 1 max 0.7091 15 0.4758 9 0 26 0.9912 12 13.5139 9 10.2604 12 0 26 32 min 0.3135 22 -0.0349 12 -0.3612 12 -13.5139 9 -0.9912 12 0 10 -10.2604 12 33 2 max 0.6954 15 0.4758 9 0 26 0.7434 12 10.1354 9 7.6953 12 0 26 34 min 0.3052 22 -0.0349 12 -0.3612 12 -10.1354 9 -0.7434 12 0 10 -7.6953 12 35 3 max 0.6817 15 0.4758 9 0 26 0.4956 12 6.757 9 5.1302 12 0 26 36 min 0.297 22 -0.0349 12 -0.3612 12 -6.757 9 -0.4956 12 0 10 -5.1302 12 37 4 max 0.6679 15 0.4758 9 0 26 0.2478 12 3.3785 9 2.5651 12 0 26 38 min 0.2888 22 -0.0349 12 -0.3612 12 -3.3785 9 -0.2478 12 0 10 -2.5651 12 39 5 max 0.6542 15 0.4758 9 0 26 0 26 0 26 0 26 0 26 40 min 0.2805 22 -0.0349 12 -0.3612 12 0 9 0 9 0 9 0 9 41 M5 1 max 0.9215 18 0.4125 9 0.0167 9 0 12 11.7157 9 13.039 12 0.4737 9 42 min 0.4006 22 0 12 -0.459 12 -11.7157 9 0 12 -0.4737 9 -13.039 12 43 2 max 0.9077 18 0.4125 9 0.0167 9 0 12 8.7868 9 9.7793 12 0.3553 9 44 min 0.3924 22 0 12 -0.459 12 -8.7868 9 0 12 -0.3553 9 -9.7793 12 45 3 max 0.894 18 0.4125 9 0.0167 9 0 12 5.8579 9 6.5195 12 0.2368 9 46 min 0.3841 22 0 12 -0.459 12 -5.8579 9 0 12 -0.2368 9 -6.5195 12 47 4 max 0.8803 18 0.4125 9 0.0167 9 0 12 2.9289 9 3.2598 12 0.1184 9 48 min 0.3759 22 0 12 -0.459 12 -2.9289 9 0 12 -0.1184 9 -3.2598 12 49 5 max 0.8666 18 0.4125 9 0.0167 9 0 26 0 26 0 26 0 26 50 min 0.3677 22 0 12 -0.459 12 0 9 0 9 0 9 0 9 51 M6 1 max 0.5671 20 0.4122 9 0 26 0 12 11.7092 9 10.2501 12 0 26 52 min 0.2547 21 0 12 -0.3609 12 -11.7092 9 0 12 0 10 -10.2501 12 53 2 max 0.5534 20 0.4122 9 0 26 0 12 8.7819 9 7.6876 12 0 26 54 min 0.2465 21 0 12 -0.3609 12 -8.7819 9 0 12 0 10 -7.6876 12 55 3 max 0.5397 20 0.4122 9 0 26 0 12 5.8546 9 5.125 12 0 26 56 min 0.2383 21 0 12 -0.3609 12 -5.8546 9 0 12 0 10 -5.125 12 57 4 max 0.5259 20 0.4122 9 0 26 0 12 2.9273 9 2.5625 12 0 26 58 min 0.23 21 0 12 -0.3609 12 -2.9273 9 0 12 0 10 -2.5625 12 59 5 max 0.5122 20 0.4122 9 0 26 0 26 0 26 0 26 0 26 60 min 0.2218 21 0 12 -0.3609 12 0 9 0 9 0 9 0 9 61 M7 1 max 0.7563 15 0.3212 9 0.0166 9 0 26 9.123 9 13.033 12 0.4711 9 62 min 0.339 21 0 10 -0.4588 12 -9.123 9 0 10 -0.4711 9 -13.033 12 63 2 max 0.7425 15 0.3212 9 0.0166 9 0 26 6.8423 9 9.7747 12 0.3533 9 64 min 0.3308 21 0 10 -0.4588 12 -6.8423 9 0 10 -0.3533 9 -9.7747 12 65 3 max 0.7288 15 0.3212 9 0.0166 9 0 26 4.5615 9 6.5165 12 0.2355 9 66 min 0.3225 21 0 10 -0.4588 12 -4.5615 9 0 10 -0.2355 9 -6.5165 12 67 4 max 0.7151 15 0.3212 9 0.0166 9 0 26 2.2808 9 3.2582 12 0.1178 9 68 min 0.3143 21 0 10 -0.4588 12 -2.2808 9 0 10 -0.1178 9 -3.2582 12 69 5 max 0.7014 15 0.3212 9 0.0166 9 0 26 0 26 0 26 0 26 70 min 0.3061 21 0 10 -0.4588 12 0 9 0 9 0 9 0 9 71 M8 1 max 0.4875 15 0.3209 9 0 26 0 26 9.1166 9 10.2455 12 0 26 72 min 0.2244 24 0 10 -0.3607 12 -9.1166 9 0 10 0 10 -10.2455 12 73 2 max 0.4738 15 0.3209 9 0 26 0 26 6.8375 9 7.6841 12 0 26 74 min 0.2161 24 0 10 -0.3607 12 -6.8375 9 0 10 0 10 -7.6841 12 75 3 max 0.4601 15 0.3209 9 0 26 0 26 4.5583 9 5.1228 12 0 26 76 min 0.2079 24 0 10 -0.3607 12 -4.5583 9 0 10 0 10 -5.1228 12 77 4 max 0.4463 15 0.3209 9 0 26 0 26 2.2792 9 2.5614 12 0 26 210 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 60 Envelope Member Section Stresses (Continued) Member Sec Axial[ksi] LC y Shear[ksi] LC z Shear[ksi] LC y-Top[ksi] LC y-Bot[ksi] LC z-Top[ksi] LC z-Bot[ksi] LC 78 min 0.1997 24 0 10 -0.3607 12 -2.2792 9 0 10 0 10 -2.5614 12 79 5 max 0.4326 15 0.3209 9 0 26 0 26 0 26 0 26 0 26 80 min 0.1914 24 0 10 -0.3607 12 0 9 0 9 0 9 0 9 81 M9 1 max 0.083 12 0.8374 18 0 26 0 26 0 26 0 26 0 26 82 min 0 10 0.3528 21 -0.0868 9 0 9 0 9 0 9 0 9 83 2 max 0.0863 12 0.1914 18 0.0659 9 5.467 18 -2.3182 26 0 26 0.4912 9 84 min 0 10 0.0727 22 0 10 2.3182 22 -5.467 18 -0.4912 9 0 10 85 3 max 0.0863 12 0.021 18 0.0659 9 6.5018 18 -2.7182 26 0.1512 9 0 26 86 min 0 10 0.0094 22 0 10 2.7182 22 -6.5018 18 0 10 -0.1512 9 87 4 max 0.0863 12 -0.0538 24 0.0659 9 5.8762 18 -2.5013 26 0.7935 9 0 26 88 min 0 10 -0.1495 16 0 10 2.5013 22 -5.8762 18 0 10 -0.7935 9 89 5 max 0.0895 12 -0.3363 26 0 26 0 26 0 26 0 26 0 26 90 min 0 10 -0.8045 18 -0.0888 9 0 9 0 9 0 9 0 9 91 M10 1 max 0.0593 9 0.9622 15 0.0017 9 0 26 0 26 0 26 0 26 92 min 0 10 0.377 22 0 18 0 9 0 9 0 9 0 9 93 2 max 0.0653 9 0.3078 15 0 18 8.2716 15 -3.2772 24 0.0118 9 0 18 94 min 0 10 0.1254 22 -0.0007 9 3.2772 24 -8.2716 15 0 18 -0.0118 9 95 3 max 0.0653 9 0.1396 15 0 18 10.7973 15 -4.2303 26 0.0038 9 0 18 96 min 0 10 0.0434 22 -0.0007 9 4.2303 22 -10.7973 15 0 18 -0.0038 9 97 4 max 0.0651 9 -0.2194 26 0 26 7.4447 15 -2.9402 26 0.0006 9 0 26 98 min 0 10 -0.5753 15 -0.0001 9 2.9402 22 -7.4447 15 0 10 -0.0006 9 99 5 max 0.0651 9 -0.3015 26 0 26 0 26 0 26 0 26 0 26 100 min 0 10 -0.7435 15 -0.0001 9 0 9 0 9 0 9 0 9 101 M11 1 max 0.0237 9 0.5342 15 0.0004 9 0 26 0 26 0 26 0 26 102 min -0.0555 12 0.221 24 0 10 0 9 0 9 0 9 0 9 103 2 max 0.0237 9 0.4005 15 0.0004 9 4.192 15 -1.6897 24 0.0037 9 0 26 104 min -0.0555 12 0.1558 24 0 10 1.6897 24 -4.192 15 0 10 -0.0037 9 105 3 max 0.0237 9 0.2669 15 0.0004 9 7.1854 15 -2.7945 24 0.0074 9 0 26 106 min -0.0555 12 0.0906 24 0 10 2.7945 24 -7.1854 15 0 10 -0.0074 9 107 4 max 0.0253 9 -0.1626 24 0 26 4.4594 15 -1.7194 24 0.004 9 0 26 108 min -0.0587 12 -0.4187 15 -0.0004 9 1.7194 24 -4.4594 15 0 10 -0.004 9 109 5 max 0.0253 9 -0.2208 24 0 26 0 26 0 26 0 26 0 26 110 min -0.0587 12 -0.5756 15 -0.0004 9 0 9 0 9 0 9 0 9 111 M12 1 max 0 26 -0.3832 24 0.0053 9 0 26 0 26 0 26 0 26 112 min -0.0003 9 -0.7661 15 -0.0023 12 0 9 0 9 0 9 0 9 113 2 max 0 26 -0.5279 24 0.0157 12 -6.2008 24 12.9423 15 0.0997 12 0 26 114 min -0.0003 9 -1.1216 15 0 10 -12.9423 15 6.2008 24 0 10 -0.0997 12 115 3 max 0.0536 9 0.3609 15 0.0151 12 -2.269 24 3.9833 15 0.0416 9 0.0791 12 116 min 0 10 0.1629 24 -0.0083 9 -3.9833 15 2.269 24 -0.0791 12 -0.0416 9 117 4 max 0.0536 9 0.1079 15 0.016 12 -0.868 24 1.4493 9 0.161 12 0.0916 9 118 min 0 10 0.0621 24 -0.0089 9 -1.4493 9 0.868 24 -0.0916 9 -0.161 12 119 5 max 0 26 0.7434 18 0 26 0 26 0 26 0 26 0 26 120 min -0.0003 9 0.3808 21 -0.007 9 0 9 0 9 0 9 0 9 121 M13 1 max 0 26 0.5605 20 0.0004 9 0 26 0 26 0 26 0 26 122 min -0.04 12 0.2209 24 0 10 0 9 0 9 0 9 0 9 123 2 max 0 26 0.4419 20 0.0004 9 4.4958 20 -1.7715 24 0.004 9 0 26 124 min -0.04 12 0.1741 24 0 10 1.7715 24 -4.4958 16 0 10 -0.004 9 125 3 max 0 26 -0.1188 24 0 26 7.5371 20 -2.9711 24 0.0074 9 0 26 126 min -0.0455 12 -0.3016 16 -0.0004 9 2.9711 24 -7.5371 16 0 10 -0.0074 9 127 4 max 0 26 -0.1656 24 0 26 4.3002 20 -1.6953 24 0.0037 9 0 26 128 min -0.0455 12 -0.4201 16 -0.0004 9 1.6953 24 -4.3002 16 0 10 -0.0037 9 129 5 max 0 26 -0.2124 24 0 26 0 26 0 26 0 26 0 26 130 min -0.0455 12 -0.5387 16 -0.0004 9 0 9 0 9 0 9 0 9 131 M14 1 max 0 26 0.4782 20 0.0004 9 0 26 0 26 0 26 0 26 132 min -0.0443 12 0.2255 24 0 10 0 9 0 9 0 9 0 9 211 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 61 Envelope Member Section Stresses (Continued) Member Sec Axial[ksi] LC y Shear[ksi] LC z Shear[ksi] LC y-Top[ksi] LC y-Bot[ksi] LC z-Top[ksi] LC z-Bot[ksi] LC 133 2 max 0 26 0.3555 20 0.0004 9 3.869 20 -1.8681 24 0.0039 9 0 26 134 min -0.0443 12 0.1771 24 0 10 1.8681 24 -3.869 16 0 10 -0.0039 9 135 3 max 0 26 -0.1287 24 0 26 6.5997 20 -3.2871 24 0.0078 9 0 26 136 min -0.0465 12 -0.2329 16 -0.0004 9 3.2871 24 -6.5997 16 0 10 -0.0078 9 137 4 max 0 26 -0.1771 24 0 26 3.869 20 -1.8681 24 0.0039 9 0 26 138 min -0.0465 12 -0.3555 16 -0.0004 9 1.8681 24 -3.869 16 0 10 -0.0039 9 139 5 max 0 26 -0.2255 24 0 26 0 26 0 26 0 26 0 26 140 min -0.0465 12 -0.4782 16 -0.0004 9 0 9 0 9 0 9 0 9 141 M15 1 max 0.025 24 0.7512 18 0 26 0 26 0 26 0 26 0 26 142 min -0.035 9 0.3219 21 -0.0877 9 0 9 0 9 0 9 0 9 143 2 max 0.0292 24 0.1025 18 0.0665 9 6.0978 18 -2.6334 21 0 26 0.7835 9 144 min -0.0144 9 0.0394 22 0 10 2.6334 21 -6.0978 18 -0.7835 9 0 10 145 3 max 0.0292 24 -0.0113 24 0.0665 9 6.4691 18 -2.7702 21 0 26 0.1356 9 146 min -0.0144 9 -0.0264 16 0 10 2.7702 21 -6.4691 18 -0.1356 9 0 10 147 4 max 0.0292 24 -0.0622 24 0.0665 9 5.5854 18 -2.4118 21 0.5123 9 0 26 148 min -0.0144 9 -0.1552 16 0 10 2.4118 21 -5.5854 18 0 10 -0.5123 9 149 5 max 0.0332 24 -0.3396 21 0 26 0 26 0 26 0 26 0 26 150 min 0 10 -0.7871 18 -0.0898 9 0 9 0 9 0 9 0 9 151 M16 1 max 0 24 -0.3871 24 0.0068 12 0 26 0 26 0 26 0 26 152 min -0.0003 9 -0.7559 15 0 10 0 9 0 9 0 9 0 9 153 2 max 0.0509 9 -0.0868 21 0.0093 12 -1.247 26 2.2267 15 0.248 9 0.0829 12 154 min -0.0001 24 -0.1791 16 -0.0297 9 -2.2267 15 1.247 22 -0.0829 12 -0.248 9 155 3 max 0.0509 9 -0.1601 21 0 26 -2.7928 21 5.5267 20 0 26 0.2878 9 156 min -0.0001 24 -0.3505 16 -0.0412 9 -5.5267 16 2.7928 21 -0.2878 9 0 10 157 4 max 0 24 1.1622 18 0.0028 12 -6.4221 21 13.4347 18 0.1046 9 0 26 158 min -0.0003 9 0.5448 21 -0.0085 9 -13.4347 18 6.4221 21 0 10 -0.1046 9 159 5 max 0 26 0.7842 18 0 26 0 26 0 26 0 26 0 26 160 min -0.0003 9 0.3918 21 -0.007 12 0 9 0 9 0 9 0 9 161 M17 1 max 0 9 -0.2538 24 0.0036 12 0.1416 15 -0.0482 26 0 26 0 26 162 min 0 10 -0.5303 16 -0.0021 9 0.0482 22 -0.1416 15 0 9 0 9 163 2 max 0 9 -0.5138 24 0 26 -5.8313 21 12.955 20 0 26 0.1359 9 164 min 0 10 -1.1949 16 -0.0218 12 -12.955 16 5.8313 21 -0.1359 9 0 10 165 3 max 0.0703 9 0.3548 15 0 26 -2.5759 26 5.1136 15 0.2934 9 0 26 166 min -0.0001 18 0.1533 22 -0.042 9 -5.1136 15 2.5759 22 0 10 -0.2934 9 167 4 max 0.0703 9 0.1481 15 0.0107 12 -1.0169 24 1.7024 14 0.1037 12 0.2434 9 168 min -0.0001 18 0.0679 22 -0.0292 9 -1.7024 10 1.0169 24 -0.2434 9 -0.1037 12 169 5 max 0 9 0.4599 15 0.0179 12 0.2 15 -0.0747 24 0 26 0 26 170 min 0 10 0.2314 22 0 10 0.0747 24 -0.2 15 0 9 0 9 171 M18 1 max 0 9 -0.2144 26 0.0037 9 -0.0968 26 0.2224 18 0 26 0 26 172 min 0 10 -0.4487 18 0 10 -0.2224 18 0.0968 22 0 9 0 9 173 2 max 0 9 -0.445 26 0.0176 12 -5.3563 24 11.9727 15 0.1384 12 0 26 174 min 0 10 -1.0338 18 0 10 -11.9727 15 5.3563 24 0 10 -0.1384 12 175 3 max 0.0545 9 0.4884 15 0.0224 12 -1.7 24 2.836 9 0.0678 9 0.1371 12 176 min 0 10 0.2069 22 -0.0115 9 -2.836 9 1.7 24 -0.1371 12 -0.0678 9 177 4 max 0.0545 9 0.1017 12 0.0224 12 1.5656 18 -0.3608 21 0.2083 12 0.1089 9 178 min 0 10 0.0461 16 -0.0115 9 0.3608 21 -1.5656 18 -0.1089 9 -0.2083 12 179 5 max 0 9 0.3844 18 0.0041 12 -0.0439 24 0.0995 20 0 26 0 26 180 min 0 10 0.1932 21 -0.0055 9 -0.0995 16 0.0439 24 0 9 0 9 181 M19 1 max 0 26 0.1789 20 0 26 0 26 0 26 0 26 0 26 182 min -0.0505 12 0.0598 21 0 9 0 9 0 9 0 9 0 9 183 2 max 0 26 0.0894 20 0 26 1.5499 20 -0.5186 26 0 26 0 26 184 min -0.0505 12 0.0299 21 0 9 0.5186 21 -1.5499 15 0 9 0 9 185 3 max 0 26 0 26 0 26 2.0665 20 -0.6915 26 0 26 0 26 186 min -0.0505 12 0 9 0 9 0.6915 21 -2.0665 15 0 9 0 9 187 4 max 0 26 -0.0299 26 0 26 1.5499 20 -0.5186 26 0 26 0 26 212 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 62 Envelope Member Section Stresses (Continued) Member Sec Axial[ksi] LC y Shear[ksi] LC z Shear[ksi] LC y-Top[ksi] LC y-Bot[ksi] LC z-Top[ksi] LC z-Bot[ksi] LC 188 min -0.0505 12 -0.0894 15 0 9 0.5186 21 -1.5499 15 0 9 0 9 189 5 max 0 26 -0.0598 26 0 26 0 26 0 26 0 26 0 26 190 min -0.0505 12 -0.1789 15 0 9 0 9 0 9 0 9 0 9 191 M20 1 max 0 26 0.083 20 0 26 0 26 0 26 0 26 0 26 192 min -0.0649 9 0.0278 21 0 9 0 9 0 9 0 9 0 9 193 2 max 0 26 0.0415 20 0 26 0.3338 20 -0.1117 26 0 26 0 26 194 min -0.0649 9 0.0139 21 0 9 0.1117 21 -0.3338 15 0 9 0 9 195 3 max 0 26 0 26 0 26 0.4451 20 -0.1489 26 0 26 0 26 196 min -0.0649 9 0 9 0 9 0.1489 21 -0.4451 15 0 9 0 9 197 4 max 0 26 -0.0139 26 0 26 0.3338 20 -0.1117 26 0 26 0 26 198 min -0.0649 9 -0.0415 15 0 9 0.1117 21 -0.3338 15 0 9 0 9 199 5 max 0 26 -0.0278 26 0 26 0 26 0 26 0 26 0 26 200 min -0.0649 9 -0.083 15 0 9 0 9 0 9 0 9 0 9 201 M21 1 max 0.1327 9 0.2329 15 0.1621 9 0 26 0 26 0 26 0 26 202 min 0 10 0.0971 22 0 10 0 9 0 9 0 9 0 9 203 2 max 0.1327 9 0.144 15 0.1621 9 1.5472 15 -0.6655 26 0.9793 9 0 26 204 min 0 10 0.065 22 0 10 0.6655 22 -1.5472 15 0 10 -0.9793 9 205 3 max 0 26 0.0002 20 0 26 2.0952 20 -0.9062 21 0.0045 12 0 26 206 min -0.011 9 -0.0005 9 -0.2699 9 0.9062 21 -2.0952 16 0 10 -0.0045 12 207 4 max 0 26 -0.0646 21 0.1618 9 1.5408 20 -0.6621 21 0 26 0.9773 9 208 min -0.1548 9 -0.1432 16 0 10 0.6621 21 -1.5408 16 -0.9773 9 0 10 209 5 max 0 26 -0.0967 21 0.1618 9 0 26 0 26 0 26 0 26 210 min -0.1548 9 -0.2321 16 0 10 0 9 0 9 0 9 0 9 211 M22 1 max 0.0176 12 0.2111 20 0 26 0 26 0 26 0 26 0 26 212 min -0.0092 9 0.0695 21 0 9 0 9 0 9 0 9 0 9 213 2 max 0.0176 12 0.1056 20 0 26 1.8297 20 -0.6026 26 0 26 0 26 214 min -0.0092 9 0.0348 21 0 9 0.6026 21 -1.8297 15 0 9 0 9 215 3 max 0.0176 12 0 26 0 26 2.4396 20 -0.8034 26 0 26 0 26 216 min -0.0092 9 0 9 0 9 0.8034 21 -2.4396 15 0 9 0 9 217 4 max 0.0176 12 -0.0348 26 0 26 1.8297 20 -0.6026 26 0 26 0 26 218 min -0.0092 9 -0.1056 15 0 9 0.6026 21 -1.8297 15 0 9 0 9 219 5 max 0.0176 12 -0.0695 26 0 26 0 26 0 26 0 26 0 26 220 min -0.0092 9 -0.2111 15 0 9 0 9 0 9 0 9 0 9 221 M23 1 max 0 26 0.0957 20 0 26 0 26 0 26 0 26 0 26 222 min -0.0041 12 0.0316 21 0 9 0 9 0 9 0 9 0 9 223 2 max 0 26 0.0479 20 0 26 0.385 20 -0.1271 26 0 26 0 26 224 min -0.0041 12 0.0158 21 0 9 0.1271 21 -0.385 15 0 9 0 9 225 3 max 0 26 0 26 0 26 0.5134 20 -0.1694 26 0 26 0 26 226 min -0.0041 12 0 9 0 9 0.1694 21 -0.5134 15 0 9 0 9 227 4 max 0 26 -0.0158 26 0 26 0.385 20 -0.1271 26 0 26 0 26 228 min -0.0041 12 -0.0479 15 0 9 0.1271 21 -0.385 15 0 9 0 9 229 5 max 0 26 -0.0316 26 0 26 0 26 0 26 0 26 0 26 230 min -0.0041 12 -0.0957 15 0 9 0 9 0 9 0 9 0 9 231 M24 1 max 0.028 12 0.0884 20 0 26 0 26 0 26 0 26 0 26 232 min 0 10 0.0292 22 0 9 0 9 0 9 0 9 0 9 233 2 max 0.028 12 0.0442 20 0 26 0.3286 20 -0.1084 26 0 26 0 26 234 min 0 10 0.0146 22 0 9 0.1084 22 -0.3286 15 0 9 0 9 235 3 max 0.028 12 0 26 0 26 0.4381 20 -0.1446 26 0 26 0 26 236 min 0 10 0 9 0 9 0.1446 22 -0.4381 15 0 9 0 9 237 4 max 0.028 12 -0.0146 21 0 26 0.3286 20 -0.1084 26 0 26 0 26 238 min 0 10 -0.0442 15 0 9 0.1084 22 -0.3286 15 0 9 0 9 239 5 max 0.028 12 -0.0292 21 0 26 0 26 0 26 0 26 0 26 240 min 0 10 -0.0884 15 0 9 0 9 0 9 0 9 0 9 241 M25 1 max 1.0496 15 0.4481 9 0.0168 9 0.0007 12 12.7273 9 13.043 12 0.4784 9 242 min 0.4538 24 0 12 -0.4592 12 -12.7273 9 -0.0007 12 -0.4784 9 -13.043 12 213 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 63 Envelope Member Section Stresses (Continued) Member Sec Axial[ksi] LC y Shear[ksi] LC z Shear[ksi] LC y-Top[ksi] LC y-Bot[ksi] LC z-Top[ksi] LC z-Bot[ksi] LC 243 2 max 1.0359 15 0.4481 9 0.0168 9 0.0005 12 9.5455 9 9.7823 12 0.3588 9 244 min 0.4455 24 0 12 -0.4592 12 -9.5455 9 -0.0005 12 -0.3588 9 -9.7823 12 245 3 max 1.0222 15 0.4481 9 0.0168 9 0.0003 12 6.3637 9 6.5215 12 0.2392 9 246 min 0.4373 24 0 12 -0.4592 12 -6.3637 9 -0.0003 12 -0.2392 9 -6.5215 12 247 4 max 1.0084 15 0.4481 9 0.0168 9 0.0002 12 3.1818 9 3.2608 12 0.1196 9 248 min 0.4291 24 0 12 -0.4592 12 -3.1818 9 -0.0002 12 -0.1196 9 -3.2608 12 249 5 max 0.9947 15 0.4481 9 0.0168 9 0 26 0 26 0 26 0 26 250 min 0.4208 24 0 12 -0.4592 12 0 9 0 9 0 9 0 9 251 M26 1 max 0.6596 18 0.4478 9 0 26 0.0007 12 12.7198 9 10.2551 12 0 26 252 min 0.2953 21 0 12 -0.361 12 -12.7198 9 -0.0007 12 0 10 -10.2551 12 253 2 max 0.6459 18 0.4478 9 0 26 0.0005 12 9.5399 9 7.6913 12 0 26 254 min 0.287 21 0 12 -0.361 12 -9.5399 9 -0.0005 12 0 10 -7.6913 12 255 3 max 0.6321 18 0.4478 9 0 26 0.0003 12 6.3599 9 5.1275 12 0 26 256 min 0.2788 21 0 12 -0.361 12 -6.3599 9 -0.0003 12 0 10 -5.1275 12 257 4 max 0.6184 18 0.4478 9 0 26 0.0002 12 3.18 9 2.5638 12 0 26 258 min 0.2706 21 0 12 -0.361 12 -3.18 9 -0.0002 12 0 10 -2.5638 12 259 5 max 0.6047 18 0.4478 9 0 26 0 26 0 26 0 26 0 26 260 min 0.2623 21 0 12 -0.361 12 0 9 0 9 0 9 0 9 261 M27 1 max 0 26 -0.2778 21 0.0021 12 0.0811 20 -0.0484 21 0 26 0 26 262 min 0 9 -0.5774 18 -0.0002 9 0.0484 21 -0.0811 16 0 9 0 9 263 2 max 0 21 -0.5329 21 0.0144 12 -6.1133 26 13.6542 15 0.1243 12 0 26 264 min 0 12 -1.2287 18 0 10 -13.6542 15 6.1133 22 0 10 -0.1243 12 265 3 max 0.0629 9 0.5158 18 0.0233 12 -2.0046 24 3.3436 9 0.0749 9 0.1372 12 266 min 0 10 0.2174 22 -0.0123 9 -3.3436 9 2.0046 24 -0.1372 12 -0.0749 9 267 4 max 0.0629 9 0.1193 12 0.0233 12 1.2674 18 -0.2182 26 0.2215 12 0.1145 9 268 min 0 10 0.0715 22 -0.0123 9 0.2182 22 -1.2674 18 -0.1145 9 -0.2215 12 269 5 max 0 12 0.5074 15 0.0137 12 -0.0307 26 0.1005 15 0 26 0 26 270 min 0 10 0.2566 24 -0.0013 9 -0.1005 15 0.0307 22 0 9 0 9 271 M28 1 max 0 26 0.3169 20 0 26 0 26 0 26 0 26 0 26 272 min -0.0058 9 0.1525 21 0 9 0 9 0 9 0 9 0 9 273 2 max 0 26 0.1584 20 0 26 3.9564 20 -1.9036 26 0 26 0 26 274 min -0.0058 9 0.0762 21 0 9 1.9036 21 -3.9564 15 0 9 0 9 275 3 max 0 26 0 26 0 26 5.2752 20 -2.5381 26 0 26 0 26 276 min -0.0058 9 0 9 0 9 2.5381 21 -5.2752 15 0 9 0 9 277 4 max 0 26 -0.0762 26 0 26 3.9564 20 -1.9036 26 0 26 0 26 278 min -0.0058 9 -0.1584 15 0 9 1.9036 21 -3.9564 15 0 9 0 9 279 5 max 0 26 -0.1525 26 0 26 0 26 0 26 0 26 0 26 280 min -0.0058 9 -0.3169 15 0 9 0 9 0 9 0 9 0 9 281 M29 1 max 0.0002 24 0.1882 18 0 26 0 26 0 26 0 26 0 26 282 min -0.0037 9 0.089 21 -0.0002 9 0 9 0 9 0 9 0 9 283 2 max 0.0002 24 0.0428 18 0 26 1.7648 18 -0.8254 21 0 26 0.0018 9 284 min -0.0037 9 0.019 21 -0.0002 9 0.8254 21 -1.7648 18 -0.0018 9 0 10 285 3 max 0.0002 24 -0.0509 24 0 26 1.308 18 -0.5819 21 0 26 0.0036 9 286 min -0.0037 9 -0.1026 15 -0.0002 9 0.5819 21 -1.308 18 -0.0036 9 0 10 287 4 max 0.0002 24 -0.1209 24 0 26 -0.7295 24 1.3718 15 0 26 0.0055 9 288 min -0.0037 9 -0.2481 15 -0.0002 9 -1.3718 15 0.7295 24 -0.0055 9 0 10 289 5 max 0 26 0.3726 15 0.001 9 0.0164 9 -0.003 18 0 26 0 26 290 min -0.0012 12 0.1924 24 0 10 0.003 18 -0.0164 9 0 9 0 9 291 M30 1 max 0.0004 12 -0.1923 21 0 24 -0.0012 24 0.0237 15 0 26 0 26 292 min -0.0013 9 -0.3724 18 -0.0009 9 -0.0237 15 0.0012 24 0 9 0 9 293 2 max 0 26 0.2555 18 0.0001 9 -0.5626 26 1.0362 18 0 24 0.0045 9 294 min -0.0045 9 0.1242 22 0 24 -1.0362 18 0.5626 22 -0.0045 9 0 24 295 3 max 0 26 0.0992 18 0.0001 9 1.8767 20 -0.8592 24 0 24 0.003 9 296 min -0.0045 9 0.049 22 0 24 0.8592 24 -1.8767 16 -0.003 9 0 24 297 4 max 0 26 -0.0262 24 0.0001 9 2.2213 20 -1.0469 24 0 24 0.0015 9 214 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 64 Envelope Member Section Stresses (Continued) Member Sec Axial[ksi] LC y Shear[ksi] LC z Shear[ksi] LC y-Top[ksi] LC y-Bot[ksi] LC z-Top[ksi] LC z-Bot[ksi] LC 298 min -0.0045 9 -0.0571 16 0 24 1.0469 24 -2.2213 16 -0.0015 9 0 24 299 5 max 0 26 -0.1014 24 0.0001 9 0 26 0 26 0 26 0 26 300 min -0.0045 9 -0.2134 16 0 24 0 9 0 9 0 9 0 9 301 M31 1 max 0.0025 9 -0.1998 21 0 26 -0.003 18 0.0164 9 0 26 0 26 302 min -0.0123 12 -0.3877 18 -0.001 9 -0.0164 9 0.003 18 0 9 0 9 303 2 max 0 26 0.2279 15 0.0002 9 -0.8918 26 1.6613 15 0 26 0.0055 9 304 min -0.0152 12 0.1164 22 0 10 -1.6613 15 0.8918 22 -0.0055 9 0 10 305 3 max 0 26 0.1001 15 0.0002 9 0.845 20 -0.3926 21 0 26 0.0036 9 306 min -0.0152 12 0.0518 22 0 10 0.3926 21 -0.845 16 -0.0036 9 0 10 307 4 max 0 26 -0.0129 21 0.0002 9 1.3987 20 -0.6899 21 0 26 0.0018 9 308 min -0.0152 12 -0.0277 16 0 10 0.6899 21 -1.3987 16 -0.0018 9 0 10 309 5 max 0 26 -0.0775 21 0.0002 9 0 26 0 26 0 26 0 26 310 min -0.0152 12 -0.1555 16 0 10 0 9 0 9 0 9 0 9 311 M32 1 max 0 26 0.2289 20 0 26 0 26 0 26 0 26 0 26 312 min -0.0127 12 0.1158 21 0 9 0 9 0 9 0 9 0 9 313 2 max 0 26 0.1145 20 0 26 2.3495 20 -1.188 26 0 26 0 26 314 min -0.0127 12 0.0579 21 0 9 1.188 21 -2.3495 15 0 9 0 9 315 3 max 0 26 0 26 0 26 3.1327 20 -1.584 26 0 26 0 26 316 min -0.0127 12 0 9 0 9 1.584 21 -3.1327 15 0 9 0 9 317 4 max 0 26 -0.0579 26 0 26 2.3495 20 -1.188 26 0 26 0 26 318 min -0.0127 12 -0.1145 15 0 9 1.188 21 -2.3495 15 0 9 0 9 319 5 max 0 26 -0.1158 26 0 26 0 26 0 26 0 26 0 26 320 min -0.0127 12 -0.2289 15 0 9 0 9 0 9 0 9 0 9 321 M33 1 max 0.0063 12 0.1814 15 0 24 0 26 0 26 0 26 0 26 322 min -0.0053 9 0.0905 22 -0.0001 9 0 9 0 9 0 9 0 9 323 2 max 0.0063 12 0.044 15 0 24 1.8508 15 -0.9163 26 0 24 0.0015 9 324 min -0.0053 9 0.0211 22 -0.0001 9 0.9163 22 -1.8508 15 -0.0015 9 0 24 325 3 max 0.0063 12 -0.0484 21 0 24 1.4465 15 -0.6924 26 0 24 0.003 9 326 min -0.0053 9 -0.0933 16 -0.0001 9 0.6924 22 -1.4465 15 -0.003 9 0 24 327 4 max 0.0063 12 -0.1178 21 0 24 -0.6716 21 1.2146 20 0 24 0.0045 9 328 min -0.0053 9 -0.2307 16 -0.0001 9 -1.2146 16 0.6716 21 -0.0045 9 0 24 329 5 max 0.0104 12 0.3879 15 0.0009 9 0.0237 15 -0.0012 24 0 26 0 26 330 min -0.004 9 0.1998 24 0 24 0.0012 24 -0.0237 15 0 9 0 9 331 M34 1 max 0.0003 9 0.3879 15 0.012 9 0 26 0 26 0 26 0 26 332 min 0 12 0.1998 24 -0.0312 12 0 9 0 9 0 9 0 9 333 2 max 0.0003 9 0.1885 18 0.0075 12 3.6592 15 -1.8726 26 0.1575 9 0.0734 12 334 min 0 10 0.098 21 -0.0174 9 1.8726 22 -3.6592 15 -0.0734 12 -0.1575 9 335 3 max 0.0003 9 0.0122 20 0 26 5.2106 18 -2.6695 21 0 26 0.1793 9 336 min 0 24 0.0046 21 -0.0237 9 2.6695 21 -5.2106 18 -0.1793 9 0 10 337 4 max 0.0003 9 -0.1022 21 0.0018 9 4.5335 18 -2.3203 21 0.2346 12 0 26 338 min 0 12 -0.2075 18 -0.0302 12 2.3203 21 -4.5335 18 0 10 -0.2346 12 339 5 max 0.0003 9 -0.1923 21 0.0013 12 0 26 0 26 0 26 0 26 340 min 0 24 -0.3724 18 -0.004 9 0 9 0 9 0 9 0 9 341 M35 1 max 0.0003 9 0.3726 15 0.0037 12 0 26 0 26 0 26 0 26 342 min 0 10 0.1924 24 0 10 0 9 0 9 0 9 0 9 343 2 max 0.0004 9 0.2074 15 0.0111 9 4.6791 15 -2.3735 24 0.103 9 0.1445 12 344 min 0 10 0.1021 24 -0.0216 12 2.3735 24 -4.6791 15 -0.1445 12 -0.103 9 345 3 max 0.0003 9 -0.0048 24 0.0118 12 5.5552 15 -2.7962 24 0.0321 9 0.0711 12 346 min 0 10 -0.0121 15 -0.0056 9 2.7962 24 -5.5552 15 -0.0711 12 -0.0321 9 347 4 max 0.0003 9 -0.098 24 0.0112 12 3.9599 20 -1.9786 21 0.1204 12 0.063 9 348 min 0 10 -0.1881 15 -0.0057 9 1.9786 21 -3.9599 16 -0.063 9 -0.1204 12 349 5 max 0.0004 9 -0.1998 21 0.0076 9 0 26 0 26 0 26 0 26 350 min 0 10 -0.3877 18 -0.037 12 0 9 0 9 0 9 0 9 351 M36 1 max 0 18 0.5452 20 0.0021 12 0 26 0 26 0 26 0 26 352 min -0.0004 9 0.1806 24 -0.0009 9 0 9 0 9 0 9 0 9 215 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 65 Envelope Member Section Stresses (Continued) Member Sec Axial[ksi] LC y Shear[ksi] LC z Shear[ksi] LC y-Top[ksi] LC y-Bot[ksi] LC z-Top[ksi] LC z-Bot[ksi] LC 353 2 max 0 18 0.2652 20 0.0021 12 6.0076 20 -2.0096 24 0.0228 12 0.0101 9 354 min -0.0004 9 0.0905 24 -0.0009 9 2.0096 24 -6.0076 16 -0.0101 9 -0.0228 12 355 3 max 0 18 0.001 14 0.0021 12 7.863 20 -2.6846 24 0.0456 12 0.0202 9 356 min -0.0004 9 -0.0151 18 -0.0009 9 2.6846 24 -7.863 16 -0.0202 9 -0.0456 12 357 4 max 0 18 -0.0894 26 0.0021 12 5.5662 20 -2.0251 24 0.0685 12 0.0303 9 358 min -0.0004 9 -0.2951 18 -0.0009 9 2.0251 24 -5.5662 16 -0.0303 9 -0.0685 12 359 5 max 0 12 -0.2467 24 0.0039 9 0 26 0 26 0 26 0 26 360 min -0.0004 9 -0.6356 16 -0.0088 12 0 9 0 9 0 9 0 9 361 M37 1 max 0.0015 9 0.4646 15 0.0229 9 0 26 0 26 0 26 0 26 362 min 0 18 0.1756 24 -0.0022 12 0 9 0 9 0 9 0 9 363 2 max 0.0015 9 0.2821 15 0.0229 9 5.5359 15 -2.0809 24 0.2502 9 0.0245 12 364 min 0 18 0.1051 24 -0.0022 12 2.0809 24 -5.5359 15 -0.0245 12 -0.2502 9 365 3 max 0.0015 9 0.0318 20 0.0038 12 7.0097 20 -2.6279 24 0.0494 9 0 26 366 min 0 18 0.0124 21 -0.0234 9 2.6279 24 -7.0097 16 0 10 -0.0494 9 367 4 max 0.0015 9 -0.0798 26 0.0099 12 5.4893 20 -2.098 21 0.1063 12 0.157 9 368 min 0 18 -0.2175 15 -0.018 9 2.098 21 -5.4893 16 -0.157 9 -0.1063 12 369 5 max 0.0015 9 -0.1917 21 0.0241 9 0 26 0 26 0 26 0 26 370 min 0 18 -0.4686 16 -0.0156 12 0 9 0 9 0 9 0 9 371 M38 1 max 0.0005 9 0.2929 20 0.002 12 0 26 0 26 0 26 0 26 372 min 0 10 0.1683 24 -0.0009 9 0 9 0 9 0 9 0 9 373 2 max 0.0005 9 0.1429 20 0.002 12 3.2307 20 -1.8285 24 0.0223 12 0.0099 9 374 min 0 10 0.0783 24 -0.0009 9 1.8285 24 -3.2307 16 -0.0099 9 -0.0223 12 375 3 max 0.0005 9 -0.0071 20 0.002 12 4.2371 20 -2.3225 24 0.0447 12 0.0199 9 376 min 0 10 -0.0195 12 -0.0009 9 2.3225 24 -4.2371 16 -0.0199 9 -0.0447 12 377 4 max 0.0005 9 -0.1017 26 0.002 12 3.0193 20 -1.4819 24 0.067 12 0.0298 9 378 min 0 10 -0.1695 12 -0.0009 9 1.4819 24 -3.0193 16 -0.0298 9 -0.067 12 379 5 max 0.0005 9 -0.2578 24 0.0038 9 0 26 0 26 0 26 0 26 380 min 0 10 -0.4658 16 -0.0086 12 0 9 0 9 0 9 0 9 381 M39 1 max 0.0005 9 0.5302 18 0.0064 9 0 26 0 26 0 26 0 26 382 min 0 10 0.1947 21 -0.0123 12 0 9 0 9 0 9 0 9 383 2 max 0.0005 9 0.3476 18 0.0064 9 6.5076 18 -2.3643 21 0.0695 9 0.1341 12 384 min 0 10 0.1242 21 -0.0123 12 2.3643 21 -6.5076 18 -0.1341 12 -0.0695 9 385 3 max 0.0005 9 0.0186 20 0.0145 12 8.1549 20 -2.9528 21 0.0035 9 0.0077 12 386 min 0 10 0.0054 24 -0.0075 9 2.9528 21 -8.1549 16 -0.0077 12 -0.0035 9 387 4 max 0.0005 9 -0.1122 26 0.0136 12 5.3956 20 -1.9645 24 0.1426 12 0.0685 9 388 min 0 10 -0.3071 18 -0.0064 9 1.9645 24 -5.3956 16 -0.0685 9 -0.1426 12 389 5 max 0.0005 9 -0.2465 24 0.0101 9 0 26 0 26 0 26 0 26 390 min 0 10 -0.6249 16 -0.0211 12 0 9 0 9 0 9 0 9 391 M40 1 max 0 26 0.1265 20 0 26 0 26 0 26 0 26 0 26 392 min -0.0286 12 0.0615 21 0 9 0 9 0 9 0 9 0 9 393 2 max 0 26 0.0632 20 0 26 0.649 20 -0.3155 26 0 26 0 26 394 min -0.0286 12 0.0307 21 0 9 0.3155 21 -0.649 15 0 9 0 9 395 3 max 0 26 0 26 0 26 0.8653 20 -0.4206 26 0 26 0 26 396 min -0.0286 12 0 9 0 9 0.4206 21 -0.8653 15 0 9 0 9 397 4 max 0 26 -0.0307 26 0 26 0.649 20 -0.3155 26 0 26 0 26 398 min -0.0286 12 -0.0632 15 0 9 0.3155 21 -0.649 15 0 9 0 9 399 5 max 0 26 -0.0615 26 0 26 0 26 0 26 0 26 0 26 400 min -0.0286 12 -0.1265 15 0 9 0 9 0 9 0 9 0 9 401 M41 1 max 0 26 0.1265 20 0 26 0 26 0 26 0 26 0 26 402 min -0.0139 12 0.0615 21 0 9 0 9 0 9 0 9 0 9 403 2 max 0 26 0.0632 20 0 26 0.649 20 -0.3155 26 0 26 0 26 404 min -0.0139 12 0.0307 21 0 9 0.3155 21 -0.649 15 0 9 0 9 405 3 max 0 26 0 26 0 26 0.8653 20 -0.4206 26 0 26 0 26 406 min -0.0139 12 0 9 0 9 0.4206 21 -0.8653 15 0 9 0 9 407 4 max 0 26 -0.0307 26 0 26 0.649 20 -0.3155 26 0 26 0 26 216 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 66 Envelope Member Section Stresses (Continued) Member Sec Axial[ksi] LC y Shear[ksi] LC z Shear[ksi] LC y-Top[ksi] LC y-Bot[ksi] LC z-Top[ksi] LC z-Bot[ksi] LC 408 min -0.0139 12 -0.0632 15 0 9 0.3155 21 -0.649 15 0 9 0 9 409 5 max 0 26 -0.0615 26 0 26 0 26 0 26 0 26 0 26 410 min -0.0139 12 -0.1265 15 0 9 0 9 0 9 0 9 0 9 411 M42 1 max 0 26 0.1243 20 0 26 0 26 0 26 0 26 0 26 412 min -0.0322 12 0.0602 21 0 9 0 9 0 9 0 9 0 9 413 2 max 0 26 0.0622 20 0 26 0.638 20 -0.3089 26 0 26 0 26 414 min -0.0322 12 0.0301 21 0 9 0.3089 21 -0.638 15 0 9 0 9 415 3 max 0 26 0 26 0 26 0.8507 20 -0.4119 26 0 26 0 26 416 min -0.0322 12 0 9 0 9 0.4119 21 -0.8507 15 0 9 0 9 417 4 max 0 26 -0.0301 26 0 26 0.638 20 -0.3089 26 0 26 0 26 418 min -0.0322 12 -0.0622 15 0 9 0.3089 21 -0.638 15 0 9 0 9 419 5 max 0 26 -0.0602 26 0 26 0 26 0 26 0 26 0 26 420 min -0.0322 12 -0.1243 15 0 9 0 9 0 9 0 9 0 9 421 M43 1 max 0 26 0.1243 20 0 26 0 26 0 26 0 26 0 26 422 min -0.0241 12 0.0602 21 0 9 0 9 0 9 0 9 0 9 423 2 max 0 26 0.0622 20 0 26 0.638 20 -0.3089 26 0 26 0 26 424 min -0.0241 12 0.0301 21 0 9 0.3089 21 -0.638 15 0 9 0 9 425 3 max 0 26 0 26 0 26 0.8507 20 -0.4119 26 0 26 0 26 426 min -0.0241 12 0 9 0 9 0.4119 21 -0.8507 15 0 9 0 9 427 4 max 0 26 -0.0301 26 0 26 0.638 20 -0.3089 26 0 26 0 26 428 min -0.0241 12 -0.0622 15 0 9 0.3089 21 -0.638 15 0 9 0 9 429 5 max 0 26 -0.0602 26 0 26 0 26 0 26 0 26 0 26 430 min -0.0241 12 -0.1243 15 0 9 0 9 0 9 0 9 0 9 431 M44 1 max 0 26 0.1243 20 0 26 0 26 0 26 0 26 0 26 432 min -0.0277 12 0.0602 21 0 9 0 9 0 9 0 9 0 9 433 2 max 0 26 0.0622 20 0 26 0.638 20 -0.3089 26 0 26 0 26 434 min -0.0277 12 0.0301 21 0 9 0.3089 21 -0.638 15 0 9 0 9 435 3 max 0 26 0 26 0 26 0.8507 20 -0.4119 26 0 26 0 26 436 min -0.0277 12 0 9 0 9 0.4119 21 -0.8507 15 0 9 0 9 437 4 max 0 26 -0.0301 26 0 26 0.638 20 -0.3089 26 0 26 0 26 438 min -0.0277 12 -0.0622 15 0 9 0.3089 21 -0.638 15 0 9 0 9 439 5 max 0 26 -0.0602 26 0 26 0 26 0 26 0 26 0 26 440 min -0.0277 12 -0.1243 15 0 9 0 9 0 9 0 9 0 9 441 M45 1 max 0.0929 9 0.4844 15 0.0545 9 0 26 0 26 0 26 0 26 442 min 0 10 0.2191 22 0 10 0 9 0 9 0 9 0 9 443 2 max 0.0929 9 0.4514 15 0.0545 9 6.9378 15 -3.1019 26 0.595 9 0 26 444 min 0 10 0.1993 22 0 10 3.1019 22 -6.9378 15 0 10 -0.595 9 445 3 max 0 26 -0.0116 26 0.2486 9 7.584 15 -3.4365 26 0 26 0.4083 9 446 min -0.0058 12 -0.0206 9 0 10 3.4365 22 -7.584 15 -0.4083 9 0 10 447 4 max 0 26 -0.093 26 0 26 5.7855 20 -2.5708 21 0.1178 12 0.129 9 448 min -0.1465 9 -0.1892 15 -0.2121 9 2.5708 21 -5.7855 16 -0.129 9 -0.1178 12 449 5 max 0 26 -0.2313 21 0.0788 9 0 26 0 26 0 26 0 26 450 min -0.0927 9 -0.5198 16 0 10 0 9 0 9 0 9 0 9 451 M46 1 max 0 26 0.4751 20 0.0545 9 0 26 0 26 0 26 0 26 452 min -0.0917 9 0.2162 21 0 10 0 9 0 9 0 9 0 9 453 2 max 0 26 0.4421 20 0.0545 9 6.8003 20 -3.0582 21 0.5943 9 0 26 454 min -0.0917 9 0.1964 21 0 10 3.0582 21 -6.8003 16 0 10 -0.5943 9 455 3 max 0.006 12 -0.0148 21 0.248 9 7.2839 20 -3.3234 21 0 26 0.4117 9 456 min 0 10 -0.029 16 0 10 3.3234 21 -7.2839 16 -0.4117 9 0 10 457 4 max 0.1478 9 -0.0918 21 0 26 5.5469 18 -2.4823 26 0.1177 12 0.1278 9 458 min 0 10 -0.1843 16 -0.2116 9 2.4823 22 -5.5469 18 -0.1278 9 -0.1177 12 459 5 max 0.0939 9 -0.2268 26 0.0785 9 0 26 0 26 0 26 0 26 460 min 0 10 -0.5034 18 0 10 0 9 0 9 0 9 0 9 461 M47 1 max 0 26 0.3318 15 0.1768 9 1.591 20 -0.6584 21 0 26 0.1586 12 462 min -0.1537 9 0.1461 22 0 10 0.6584 21 -1.591 16 -0.1586 12 0 10 217 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 67 Envelope Member Section Stresses (Continued) Member Sec Axial[ksi] LC y Shear[ksi] LC z Shear[ksi] LC y-Top[ksi] LC y-Bot[ksi] LC z-Top[ksi] LC z-Bot[ksi] LC 463 2 max 0 26 0.1978 15 0.1768 9 3.7645 20 -1.6329 21 1.0388 9 0 26 464 min -0.1537 9 0.0912 22 0 10 1.6329 21 -3.7645 16 0 10 -1.0388 9 465 3 max 0.0009 9 0.0099 15 0 26 4.5222 18 -1.9741 26 0 26 0.0047 12 466 min -0.0007 12 0.0035 22 -0.2885 9 1.9741 22 -4.5222 18 -0.0047 12 0 10 467 4 max 0.1554 9 -0.0841 21 0.1771 9 3.9144 18 -1.6913 26 0 26 1.0412 9 468 min 0 10 -0.1795 16 0 10 1.6913 22 -3.9144 18 -1.0412 9 0 10 469 5 max 0.1554 9 -0.139 21 0.1771 9 1.891 18 -0.775 26 0.158 12 0 26 470 min 0 10 -0.3134 16 0 10 0.775 22 -1.891 18 0 10 -0.158 12 471 M48 1 max 0 26 0.1098 20 0 26 0 26 0 26 0 26 0 26 472 min -0.0309 12 0.036 21 0 9 0 9 0 9 0 9 0 9 473 2 max 0 26 0.0549 20 0 26 0.5098 20 -0.1673 26 0 26 0 26 474 min -0.0309 12 0.018 22 0 9 0.1673 22 -0.5098 15 0 9 0 9 475 3 max 0 26 0 26 0 26 0.6798 20 -0.223 26 0 26 0 26 476 min -0.0309 12 0 9 0 9 0.223 22 -0.6798 15 0 9 0 9 477 4 max 0 26 -0.018 24 0 26 0.5098 20 -0.1673 26 0 26 0 26 478 min -0.0309 12 -0.0549 15 0 9 0.1673 22 -0.5098 15 0 9 0 9 479 5 max 0 26 -0.036 24 0 26 0 26 0 26 0 26 0 26 480 min -0.0309 12 -0.1098 15 0 9 0 9 0 9 0 9 0 9 481 M49 1 max 0.4339 9 0.0476 14 0 26 0 26 0 26 0 26 0 26 482 min 0 10 0.0286 21 0 9 0 9 0 9 0 9 0 9 483 2 max 0.4339 9 0.0238 14 0 26 0.2348 14 -0.1409 26 0 26 0 26 484 min 0 10 0.0143 21 0 9 0.1409 22 -0.2348 9 0 9 0 9 485 3 max 0.4339 9 0 26 0 26 0.313 14 -0.1878 26 0 26 0 26 486 min 0 10 0 9 0 9 0.1878 22 -0.313 9 0 9 0 9 487 4 max 0.4339 9 -0.0143 26 0 26 0.2348 14 -0.1409 26 0 26 0 26 488 min 0 10 -0.0238 15 0 9 0.1409 21 -0.2348 9 0 9 0 9 489 5 max 0.4339 9 -0.0286 26 0 26 0 26 0 26 0 26 0 26 490 min 0 10 -0.0476 15 0 9 0 9 0 9 0 9 0 9 491 M50 1 max 0 26 0.0476 14 0 26 0 26 0 26 0 26 0 26 492 min -0.4342 9 0.0286 21 0 9 0 9 0 9 0 9 0 9 493 2 max 0 26 0.0238 14 0 26 0.2348 14 -0.1409 24 0 26 0 26 494 min -0.4342 9 0.0143 21 0 9 0.1409 21 -0.2348 9 0 9 0 9 495 3 max 0 26 0 26 0 26 0.313 14 -0.1878 26 0 26 0 26 496 min -0.4342 9 0 9 0 9 0.1878 21 -0.313 10 0 9 0 9 497 4 max 0 26 -0.0143 26 0 26 0.2348 14 -0.1409 26 0 26 0 26 498 min -0.4342 9 -0.0238 15 0 9 0.1409 21 -0.2348 9 0 9 0 9 499 5 max 0 26 -0.0286 26 0 26 0 26 0 26 0 26 0 26 500 min -0.4342 9 -0.0476 15 0 9 0 9 0 9 0 9 0 9 501 M51 1 max 0.403 9 0.0476 14 0 26 0 26 0 26 0 26 0 26 502 min 0 10 0.0286 21 0 9 0 9 0 9 0 9 0 9 503 2 max 0.403 9 0.0238 14 0 26 0.2343 14 -0.1406 26 0 26 0 26 504 min 0 10 0.0143 21 0 9 0.1406 22 -0.2343 9 0 9 0 9 505 3 max 0.403 9 0 26 0 26 0.3124 14 -0.1874 24 0 26 0 26 506 min 0 10 0 9 0 9 0.1874 24 -0.3124 9 0 9 0 9 507 4 max 0.403 9 -0.0143 26 0 26 0.2343 14 -0.1406 24 0 26 0 26 508 min 0 10 -0.0238 15 0 9 0.1406 21 -0.2343 9 0 9 0 9 509 5 max 0.403 9 -0.0286 26 0 26 0 26 0 26 0 26 0 26 510 min 0 10 -0.0476 15 0 9 0 9 0 9 0 9 0 9 511 M52 1 max 0 26 0.0476 20 0 26 0 26 0 26 0 26 0 26 512 min -0.4033 9 0.0286 21 0 9 0 9 0 9 0 9 0 9 513 2 max 0 26 0.0238 20 0 26 0.2343 20 -0.1406 24 0 26 0 26 514 min -0.4033 9 0.0143 21 0 9 0.1406 21 -0.2343 15 0 9 0 9 515 3 max 0 26 0 26 0 26 0.3124 20 -0.1874 24 0 26 0 26 516 min -0.4033 9 0 9 0 9 0.1874 21 -0.3124 15 0 9 0 9 517 4 max 0 26 -0.0143 26 0 26 0.2343 20 -0.1406 26 0 26 0 26 218 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 68 Envelope Member Section Stresses (Continued) Member Sec Axial[ksi] LC y Shear[ksi] LC z Shear[ksi] LC y-Top[ksi] LC y-Bot[ksi] LC z-Top[ksi] LC z-Bot[ksi] LC 518 min -0.4033 9 -0.0238 9 0 9 0.1406 21 -0.2343 15 0 9 0 9 519 5 max 0 26 -0.0286 26 0 26 0 26 0 26 0 26 0 26 520 min -0.4033 9 -0.0476 9 0 9 0 9 0 9 0 9 0 9 521 M53 1 max 0 26 0.2561 20 0 26 0 26 0 26 0 26 0 26 522 min -0.0024 24 0.0945 21 0 9 0 9 0 9 0 9 0 9 523 2 max 0 26 0.128 20 0 26 2.5399 20 -0.9372 26 0 26 0 26 524 min -0.0024 24 0.0472 21 0 9 0.9372 21 -2.5399 15 0 9 0 9 525 3 max 0 26 0 26 0 26 3.3866 20 -1.2495 26 0 26 0 26 526 min -0.0024 24 0 9 0 9 1.2495 21 -3.3866 15 0 9 0 9 527 4 max 0 26 -0.0472 26 0 26 2.5399 20 -0.9372 26 0 26 0 26 528 min -0.0024 24 -0.128 15 0 9 0.9372 21 -2.5399 15 0 9 0 9 529 5 max 0 26 -0.0945 26 0 26 0 26 0 26 0 26 0 26 530 min -0.0024 24 -0.2561 15 0 9 0 9 0 9 0 9 0 9 531 M54 1 max 0 26 0.3223 20 0 26 0 26 0 26 0 26 0 26 532 min -0.0199 12 0.1189 21 0 9 0 9 0 9 0 9 0 9 533 2 max 0 26 0.1611 20 0 26 4.0239 20 -1.4847 26 0 26 0 26 534 min -0.0199 12 0.0595 21 0 9 1.4847 21 -4.0239 15 0 9 0 9 535 3 max 0 26 0 26 0 26 5.3652 20 -1.9796 26 0 26 0 26 536 min -0.0199 12 0 9 0 9 1.9796 21 -5.3652 15 0 9 0 9 537 4 max 0 26 -0.0595 26 0 26 4.0239 20 -1.4847 26 0 26 0 26 538 min -0.0199 12 -0.1611 15 0 9 1.4847 21 -4.0239 15 0 9 0 9 539 5 max 0 26 -0.1189 26 0 26 0 26 0 26 0 26 0 26 540 min -0.0199 12 -0.3223 15 0 9 0 9 0 9 0 9 0 9 541 M55 1 max 0 15 0.2782 20 0 26 0 26 0 26 0 26 0 26 542 min -0.0046 12 0.1026 21 0 9 0 9 0 9 0 9 0 9 543 2 max 0 15 0.1391 20 0 26 2.9978 20 -1.1061 26 0 26 0 26 544 min -0.0046 12 0.0513 21 0 9 1.1061 21 -2.9978 15 0 9 0 9 545 3 max 0 15 0 26 0 26 3.997 20 -1.4748 26 0 26 0 26 546 min -0.0046 12 0 9 0 9 1.4748 21 -3.997 15 0 9 0 9 547 4 max 0 15 -0.0513 26 0 26 2.9978 20 -1.1061 26 0 26 0 26 548 min -0.0046 12 -0.1391 15 0 9 1.1061 21 -2.9978 15 0 9 0 9 549 5 max 0 15 -0.1026 26 0 26 0 26 0 26 0 26 0 26 550 min -0.0046 12 -0.2782 15 0 9 0 9 0 9 0 9 0 9 551 M56 1 max 0.0007 9 0.2063 20 0 26 0 26 0 26 0 26 0 26 552 min -0.0005 12 0.0681 21 0 9 0 9 0 9 0 9 0 9 553 2 max 0.0007 9 0.1032 20 0 26 1.7877 20 -0.59 26 0 26 0 26 554 min -0.0005 12 0.034 21 0 9 0.59 21 -1.7877 15 0 9 0 9 555 3 max 0.0007 9 0 26 0 26 2.3836 20 -0.7866 26 0 26 0 26 556 min -0.0005 12 0 9 0 9 0.7866 21 -2.3836 15 0 9 0 9 557 4 max 0.0007 9 -0.034 26 0 26 1.7877 20 -0.59 26 0 26 0 26 558 min -0.0005 12 -0.1032 15 0 9 0.59 21 -1.7877 15 0 9 0 9 559 5 max 0.0007 9 -0.0681 26 0 26 0 26 0 26 0 26 0 26 560 min -0.0005 12 -0.2063 15 0 9 0 9 0 9 0 9 0 9 561 M57 1 max 0 26 0.2605 20 0 26 0 26 0 26 0 26 0 26 562 min -0.0059 9 0.1253 21 0 9 0 9 0 9 0 9 0 9 563 2 max 0 26 0.1302 20 0 26 2.6735 20 -1.2863 26 0 26 0 26 564 min -0.0059 9 0.0627 21 0 9 1.2863 21 -2.6735 15 0 9 0 9 565 3 max 0 26 0 26 0 26 3.5647 20 -1.7151 26 0 26 0 26 566 min -0.0059 9 0 9 0 9 1.7151 21 -3.5647 15 0 9 0 9 567 4 max 0 26 -0.0627 26 0 26 2.6735 20 -1.2863 26 0 26 0 26 568 min -0.0059 9 -0.1302 15 0 9 1.2863 21 -2.6735 15 0 9 0 9 569 5 max 0 26 -0.1253 26 0 26 0 26 0 26 0 26 0 26 570 min -0.0059 9 -0.2605 15 0 9 0 9 0 9 0 9 0 9 571 M58 1 max 0 26 0.2649 20 0 26 0 26 0 26 0 26 0 26 572 min -0.0125 12 0.0978 21 0 9 0 9 0 9 0 9 0 9 219 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 69 Envelope Member Section Stresses (Continued) Member Sec Axial[ksi] LC y Shear[ksi] LC z Shear[ksi] LC y-Top[ksi] LC y-Bot[ksi] LC z-Top[ksi] LC z-Bot[ksi] LC 573 2 max 0 26 0.1325 20 0 26 2.7191 20 -1.0032 26 0 26 0 26 574 min -0.0125 12 0.0489 21 0 9 1.0032 21 -2.7191 15 0 9 0 9 575 3 max 0 26 0 26 0 26 3.6254 20 -1.3377 26 0 26 0 26 576 min -0.0125 12 0 9 0 9 1.3377 21 -3.6254 15 0 9 0 9 577 4 max 0 26 -0.0489 26 0 26 2.7191 20 -1.0032 26 0 26 0 26 578 min -0.0125 12 -0.1325 15 0 9 1.0032 21 -2.7191 15 0 9 0 9 579 5 max 0 26 -0.0978 26 0 26 0 26 0 26 0 26 0 26 580 min -0.0125 12 -0.2649 15 0 9 0 9 0 9 0 9 0 9 581 M59 1 max 0.0426 9 0.4232 15 0.0004 9 0 26 0 26 0 26 0 26 582 min -0.0362 12 0.219 24 0 10 0 9 0 9 0 9 0 9 583 2 max 0.0426 9 0.2849 15 0.0004 9 3.286 15 -1.7193 24 0.0039 9 0 26 584 min -0.0362 12 0.1515 24 0 10 1.7193 24 -3.286 15 0 10 -0.0039 9 585 3 max 0.0426 9 -0.084 24 0 26 5.2889 15 -2.8125 24 0.0078 9 0 26 586 min -0.0362 12 -0.1467 15 -0.0004 9 2.8125 24 -5.2889 15 0 10 -0.0078 9 587 4 max 0.0424 9 -0.1515 24 0 26 3.2861 15 -1.7194 24 0.0039 9 0 26 588 min -0.0357 12 -0.2849 15 -0.0004 9 1.7194 24 -3.2861 15 0 10 -0.0039 9 589 5 max 0.0424 9 -0.219 24 0 26 0 26 0 26 0 26 0 26 590 min -0.0357 12 -0.4232 15 -0.0004 9 0 9 0 9 0 9 0 9 591 M60 1 max 0 26 0.7558 20 0.0001 9 0 26 0 26 0 26 0 26 592 min -0.0372 12 0.2967 24 0 10 0 9 0 9 0 9 0 9 593 2 max 0 26 0.6065 20 0.0001 9 7.6903 20 -3.0172 24 0.0006 9 0 26 594 min -0.0372 12 0.2378 24 0 10 3.0172 24 -7.6903 16 0 10 -0.0006 9 595 3 max 0 26 -0.0673 24 0.0007 9 11.1368 20 -4.3779 24 0.0038 9 0 18 596 min -0.0395 12 -0.1783 16 0 18 4.3779 24 -11.1368 16 0 18 -0.0038 9 597 4 max 0 26 -0.1262 24 0.0007 9 8.2812 20 -3.2857 24 0.0117 9 0 18 598 min -0.0395 12 -0.3275 16 0 18 3.2857 24 -8.2812 16 0 18 -0.0117 9 599 5 max 0 26 -0.3765 24 0 18 0 26 0 26 0 26 0 26 600 min -0.0436 12 -0.9453 16 -0.0017 9 0 9 0 9 0 9 0 9 601 M61 1 max 0 26 0.2785 20 0 26 0 26 0 26 0 26 0 26 602 min -0.0058 9 0.1408 21 0 9 0 9 0 9 0 9 0 9 603 2 max 0 26 0.1392 20 0 26 3.477 20 -1.7581 26 0 26 0 26 604 min -0.0058 9 0.0704 21 0 9 1.7581 21 -3.477 15 0 9 0 9 605 3 max 0 26 0 26 0 26 4.636 20 -2.3441 26 0 26 0 26 606 min -0.0058 9 0 9 0 9 2.3441 21 -4.636 15 0 9 0 9 607 4 max 0 26 -0.0704 26 0 26 3.477 20 -1.7581 26 0 26 0 26 608 min -0.0058 9 -0.1392 15 0 9 1.7581 21 -3.477 15 0 9 0 9 609 5 max 0 26 -0.1408 26 0 26 0 26 0 26 0 26 0 26 610 min -0.0058 9 -0.2785 15 0 9 0 9 0 9 0 9 0 9 611 M62 1 max 0.0306 9 0.0973 20 0 26 0 26 0 26 0 26 0 26 612 min -0.004 12 0.0319 21 0 9 0 9 0 9 0 9 0 9 613 2 max 0.0306 9 0.0487 20 0 26 0.3914 20 -0.1282 26 0 26 0 26 614 min -0.004 12 0.0159 21 0 9 0.1282 21 -0.3914 15 0 9 0 9 615 3 max 0.0306 9 0 26 0 26 0.5218 20 -0.1709 26 0 26 0 26 616 min -0.004 12 0 9 0 9 0.1709 21 -0.5218 15 0 9 0 9 617 4 max 0.0306 9 -0.0159 26 0 26 0.3914 20 -0.1282 26 0 26 0 26 618 min -0.004 12 -0.0487 15 0 9 0.1282 21 -0.3914 15 0 9 0 9 619 5 max 0.0306 9 -0.0319 26 0 26 0 26 0 26 0 26 0 26 620 min -0.004 12 -0.0973 15 0 9 0 9 0 9 0 9 0 9 621 M63 1 max 0 26 0.0681 20 0 26 0 26 0 26 0 26 0 26 622 min -0.0319 9 0.0225 22 0 9 0 9 0 9 0 9 0 9 623 2 max 0 26 0.034 20 0 26 0.1897 20 -0.0626 26 0 26 0 26 624 min -0.0319 9 0.0112 22 0 9 0.0626 22 -0.1897 15 0 9 0 9 625 3 max 0 26 0 26 0 26 0.2529 20 -0.0835 26 0 26 0 26 626 min -0.0319 9 0 9 0 9 0.0835 22 -0.2529 15 0 9 0 9 627 4 max 0 26 -0.0112 21 0 26 0.1897 20 -0.0626 26 0 26 0 26 220 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 70 Envelope Member Section Stresses (Continued) Member Sec Axial[ksi] LC y Shear[ksi] LC z Shear[ksi] LC y-Top[ksi] LC y-Bot[ksi] LC z-Top[ksi] LC z-Bot[ksi] LC 628 min -0.0319 9 -0.034 15 0 9 0.0626 22 -0.1897 15 0 9 0 9 629 5 max 0 26 -0.0225 21 0 26 0 26 0 26 0 26 0 26 630 min -0.0319 9 -0.0681 15 0 9 0 9 0 9 0 9 0 9 631 M64 1 max 0 26 0.0908 20 0 26 0 26 0 26 0 26 0 26 632 min -0.1259 9 0.03 21 0 9 0 9 0 9 0 9 0 9 633 2 max 0 26 0.0454 20 0 26 0.3372 20 -0.1113 26 0 26 0 26 634 min -0.1259 9 0.015 21 0 9 0.1113 21 -0.3372 15 0 9 0 9 635 3 max 0 26 0 26 0 26 0.4495 20 -0.1484 26 0 26 0 26 636 min -0.1259 9 0 9 0 9 0.1484 21 -0.4495 15 0 9 0 9 637 4 max 0 26 -0.015 26 0 26 0.3372 20 -0.1113 26 0 26 0 26 638 min -0.1259 9 -0.0454 15 0 9 0.1113 21 -0.3372 15 0 9 0 9 639 5 max 0 26 -0.03 26 0 26 0 26 0 26 0 26 0 26 640 min -0.1259 9 -0.0908 15 0 9 0 9 0 9 0 9 0 9 641 M65 1 max 0.006 12 0.0662 20 0 26 0 26 0 26 0 26 0 26 642 min 0 10 0.0218 22 0 9 0 9 0 9 0 9 0 9 643 2 max 0.006 12 0.0331 20 0 26 0.1846 20 -0.0609 26 0 26 0 26 644 min 0 10 0.0109 22 0 9 0.0609 22 -0.1846 15 0 9 0 9 645 3 max 0.006 12 0 26 0 26 0.2461 20 -0.0811 26 0 26 0 26 646 min 0 10 0 9 0 9 0.0811 22 -0.2461 15 0 9 0 9 647 4 max 0.006 12 -0.0109 21 0 26 0.1846 20 -0.0609 26 0 26 0 26 648 min 0 10 -0.0331 15 0 9 0.0609 22 -0.1846 15 0 9 0 9 649 5 max 0.006 12 -0.0218 21 0 26 0 26 0 26 0 26 0 26 650 min 0 10 -0.0662 15 0 9 0 9 0 9 0 9 0 9 651 M66 1 max 0.0212 9 0.0573 20 0 26 0 26 0 26 0 26 0 26 652 min 0 10 0.0191 22 0 9 0 9 0 9 0 9 0 9 653 2 max 0.0212 9 0.0287 20 0 26 0.1598 20 -0.0533 26 0 26 0 26 654 min 0 10 0.0096 22 0 9 0.0533 22 -0.1598 15 0 9 0 9 655 3 max 0.0212 9 0 26 0 26 0.213 20 -0.0711 26 0 26 0 26 656 min 0 10 0 9 0 9 0.0711 22 -0.213 15 0 9 0 9 657 4 max 0.0212 9 -0.0096 21 0 26 0.1598 20 -0.0533 26 0 26 0 26 658 min 0 10 -0.0287 15 0 9 0.0533 21 -0.1598 15 0 9 0 9 659 5 max 0.0212 9 -0.0191 26 0 26 0 26 0 26 0 26 0 26 660 min 0 10 -0.0573 15 0 9 0 9 0 9 0 9 0 9 661 M67 1 max 0.0039 9 0.0508 20 0 26 0 26 0 26 0 26 0 26 662 min -0.0208 12 0.0173 24 0 9 0 9 0 9 0 9 0 9 663 2 max 0.0039 9 0.0254 20 0 26 0.1417 20 -0.0481 24 0 26 0 26 664 min -0.0208 12 0.0086 24 0 9 0.0481 24 -0.1417 15 0 9 0 9 665 3 max 0.0039 9 0 26 0 26 0.1889 20 -0.0642 24 0 26 0 26 666 min -0.0208 12 0 9 0 9 0.0642 24 -0.1889 15 0 9 0 9 667 4 max 0.0039 9 -0.0086 26 0 26 0.1417 20 -0.0481 24 0 26 0 26 668 min -0.0208 12 -0.0254 15 0 9 0.0481 24 -0.1417 15 0 9 0 9 669 5 max 0.0039 9 -0.0173 26 0 26 0 26 0 26 0 26 0 26 670 min -0.0208 12 -0.0508 15 0 9 0 9 0 9 0 9 0 9 671 M68 1 max 0.1298 9 0.1134 15 0 26 0 26 0 26 0 26 0 26 672 min 0 10 0.0374 21 0 9 0 9 0 9 0 9 0 9 673 2 max 0.1298 9 0.0567 15 0 26 0.5268 15 -0.1739 26 0 26 0 26 674 min 0 10 0.0187 21 0 9 0.1739 21 -0.5268 15 0 9 0 9 675 3 max 0.1298 9 0 26 0 26 0.7024 15 -0.2318 26 0 26 0 26 676 min 0 10 0 9 0 9 0.2318 21 -0.7024 15 0 9 0 9 677 4 max 0.1298 9 -0.0187 26 0 26 0.5268 15 -0.1739 26 0 26 0 26 678 min 0 10 -0.0567 16 0 9 0.1739 21 -0.5268 15 0 9 0 9 679 5 max 0.1298 9 -0.0374 26 0 26 0 26 0 26 0 26 0 26 680 min 0 10 -0.1134 16 0 9 0 9 0 9 0 9 0 9 681 M69 1 max 0 26 0.0956 20 0 26 0 26 0 26 0 26 0 26 682 min -0.1151 9 0.0319 21 0 9 0 9 0 9 0 9 0 9 221 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 71 Envelope Member Section Stresses (Continued) Member Sec Axial[ksi] LC y Shear[ksi] LC z Shear[ksi] LC y-Top[ksi] LC y-Bot[ksi] LC z-Top[ksi] LC z-Bot[ksi] LC 683 2 max 0 26 0.0478 20 0 26 0.4438 20 -0.1481 26 0 26 0 26 684 min -0.1151 9 0.016 21 0 9 0.1481 21 -0.4438 15 0 9 0 9 685 3 max 0 26 0 26 0 26 0.5917 20 -0.1975 26 0 26 0 26 686 min -0.1151 9 0 9 0 9 0.1975 21 -0.5917 15 0 9 0 9 687 4 max 0 26 -0.016 26 0 26 0.4438 20 -0.1481 26 0 26 0 26 688 min -0.1151 9 -0.0478 15 0 9 0.1481 21 -0.4438 15 0 9 0 9 689 5 max 0 26 -0.0319 26 0 26 0 26 0 26 0 26 0 26 690 min -0.1151 9 -0.0956 15 0 9 0 9 0 9 0 9 0 9 691 M70 1 max 0.0167 12 0.0508 20 0 26 0 26 0 26 0 26 0 26 692 min -0.0064 9 0.0173 24 0 9 0 9 0 9 0 9 0 9 693 2 max 0.0167 12 0.0254 20 0 26 0.1417 20 -0.0481 26 0 26 0 26 694 min -0.0064 9 0.0086 24 0 9 0.0481 21 -0.1417 15 0 9 0 9 695 3 max 0.0167 12 0 26 0 26 0.1889 20 -0.0642 24 0 26 0 26 696 min -0.0064 9 0 9 0 9 0.0642 24 -0.1889 15 0 9 0 9 697 4 max 0.0167 12 -0.0086 26 0 26 0.1417 20 -0.0481 24 0 26 0 26 698 min -0.0064 9 -0.0254 15 0 9 0.0481 24 -0.1417 15 0 9 0 9 699 5 max 0.0167 12 -0.0173 26 0 26 0 26 0 26 0 26 0 26 700 min -0.0064 9 -0.0508 15 0 9 0 9 0 9 0 9 0 9 701 M71 1 max 0.0009 9 0.0681 15 0 26 0 26 0 26 0 26 0 26 702 min -0.006 12 0.0225 24 0 9 0 9 0 9 0 9 0 9 703 2 max 0.0009 9 0.034 15 0 26 0.1897 15 -0.0626 24 0 26 0 26 704 min -0.006 12 0.0112 24 0 9 0.0626 24 -0.1897 15 0 9 0 9 705 3 max 0.0009 9 0 26 0 26 0.2529 15 -0.0835 24 0 26 0 26 706 min -0.006 12 0 9 0 9 0.0835 24 -0.2529 15 0 9 0 9 707 4 max 0.0009 9 -0.0112 21 0 26 0.1897 15 -0.0626 24 0 26 0 26 708 min -0.006 12 -0.034 16 0 9 0.0626 24 -0.1897 15 0 9 0 9 709 5 max 0.0009 9 -0.0225 21 0 26 0 26 0 26 0 26 0 26 710 min -0.006 12 -0.0681 16 0 9 0 9 0 9 0 9 0 9 711 M72 1 max 0.0004 12 0.0662 20 0 26 0 26 0 26 0 26 0 26 712 min 0 10 0.0218 22 0 9 0 9 0 9 0 9 0 9 713 2 max 0.0004 12 0.0331 20 0 26 0.1846 20 -0.0609 26 0 26 0 26 714 min 0 10 0.0109 22 0 9 0.0609 21 -0.1846 15 0 9 0 9 715 3 max 0.0004 12 0 26 0 26 0.2461 20 -0.0811 26 0 26 0 26 716 min 0 10 0 9 0 9 0.0811 22 -0.2461 15 0 9 0 9 717 4 max 0.0004 12 -0.0109 21 0 26 0.1846 20 -0.0609 26 0 26 0 26 718 min 0 10 -0.0331 15 0 9 0.0609 22 -0.1846 15 0 9 0 9 719 5 max 0.0004 12 -0.0218 21 0 26 0 26 0 26 0 26 0 26 720 min 0 10 -0.0662 15 0 9 0 9 0 9 0 9 0 9 721 M73 1 max 0.0013 12 0.0573 20 0 26 0 26 0 26 0 26 0 26 722 min -0.0062 9 0.0191 22 0 9 0 9 0 9 0 9 0 9 723 2 max 0.0013 12 0.0287 20 0 26 0.1598 20 -0.0533 26 0 26 0 26 724 min -0.0062 9 0.0096 22 0 9 0.0533 22 -0.1598 15 0 9 0 9 725 3 max 0.0013 12 0 26 0 26 0.213 20 -0.0711 26 0 26 0 26 726 min -0.0062 9 0 9 0 9 0.0711 22 -0.213 15 0 9 0 9 727 4 max 0.0013 12 -0.0096 21 0 26 0.1598 20 -0.0533 26 0 26 0 26 728 min -0.0062 9 -0.0287 18 0 9 0.0533 22 -0.1598 15 0 9 0 9 729 5 max 0.0013 12 -0.0191 21 0 26 0 26 0 26 0 26 0 26 730 min -0.0062 9 -0.0573 18 0 9 0 9 0 9 0 9 0 9 731 M74 1 max 0.072 9 0.0764 20 0 26 0 26 0 26 0 26 0 26 732 min 0 10 0.0255 21 0 9 0 9 0 9 0 9 0 9 733 2 max 0.072 9 0.0382 20 0 26 0.284 20 -0.0948 26 0 26 0 26 734 min 0 10 0.0128 21 0 9 0.0948 21 -0.284 15 0 9 0 9 735 3 max 0.072 9 0 26 0 26 0.3787 20 -0.1264 26 0 26 0 26 736 min 0 10 0 9 0 9 0.1264 21 -0.3787 15 0 9 0 9 737 4 max 0.072 9 -0.0128 26 0 26 0.284 20 -0.0948 26 0 26 0 26 222 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 72 Envelope Member Section Stresses (Continued) Member Sec Axial[ksi] LC y Shear[ksi] LC z Shear[ksi] LC y-Top[ksi] LC y-Bot[ksi] LC z-Top[ksi] LC z-Bot[ksi] LC 738 min 0 10 -0.0382 15 0 9 0.0948 21 -0.284 15 0 9 0 9 739 5 max 0.072 9 -0.0255 26 0 26 0 26 0 26 0 26 0 26 740 min 0 10 -0.0764 15 0 9 0 9 0 9 0 9 0 9 741 M75 1 max 0.0346 12 0.06 20 0 26 0 26 0 26 0 26 0 26 742 min 0 10 0.02 22 0 9 0 9 0 9 0 9 0 9 743 2 max 0.0346 12 0.03 20 0 26 0.1672 20 -0.0556 26 0 26 0 26 744 min 0 10 0.01 22 0 9 0.0556 22 -0.1672 15 0 9 0 9 745 3 max 0.0346 12 0 26 0 26 0.223 20 -0.0742 26 0 26 0 26 746 min 0 10 0 9 0 9 0.0742 22 -0.223 15 0 9 0 9 747 4 max 0.0346 12 -0.01 21 0 26 0.1672 20 -0.0556 26 0 26 0 26 748 min 0 10 -0.03 18 0 9 0.0556 21 -0.1672 15 0 9 0 9 749 5 max 0.0346 12 -0.02 21 0 26 0 26 0 26 0 26 0 26 750 min 0 10 -0.06 18 0 9 0 9 0 9 0 9 0 9 751 M76 1 max 0 26 0.0428 20 0 26 0 26 0 26 0 26 0 26 752 min -0.0283 12 0.0148 21 0 9 0 9 0 9 0 9 0 9 753 2 max 0 26 0.0214 20 0 26 0.1193 20 -0.0412 26 0 26 0 26 754 min -0.0283 12 0.0074 21 0 9 0.0412 21 -0.1193 15 0 9 0 9 755 3 max 0 26 0 26 0 26 0.159 20 -0.0549 26 0 26 0 26 756 min -0.0283 12 0 9 0 9 0.0549 21 -0.159 15 0 9 0 9 757 4 max 0 26 -0.0074 26 0 26 0.1193 20 -0.0412 26 0 26 0 26 758 min -0.0283 12 -0.0214 15 0 9 0.0412 21 -0.1193 15 0 9 0 9 759 5 max 0 26 -0.0148 26 0 26 0 26 0 26 0 26 0 26 760 min -0.0283 12 -0.0428 15 0 9 0 9 0 9 0 9 0 9 761 M77 1 max 0.0102 9 0.06 20 0 26 0 26 0 26 0 26 0 26 762 min -0.0161 12 0.02 24 0 9 0 9 0 9 0 9 0 9 763 2 max 0.0102 9 0.03 20 0 26 0.1672 20 -0.0556 24 0 26 0 26 764 min -0.0161 12 0.01 24 0 9 0.0556 24 -0.1672 15 0 9 0 9 765 3 max 0.0102 9 0 26 0 26 0.223 20 -0.0742 24 0 26 0 26 766 min -0.0161 12 0 9 0 9 0.0742 24 -0.223 15 0 9 0 9 767 4 max 0.0102 9 -0.01 26 0 26 0.1672 20 -0.0556 26 0 26 0 26 768 min -0.0161 12 -0.03 18 0 9 0.0556 21 -0.1672 15 0 9 0 9 769 5 max 0.0102 9 -0.02 26 0 26 0 26 0 26 0 26 0 26 770 min -0.0161 12 -0.06 18 0 9 0 9 0 9 0 9 0 9 771 M78 1 max 0.0305 12 0.0428 20 0 26 0 26 0 26 0 26 0 26 772 min -0.0026 9 0.0148 24 0 9 0 9 0 9 0 9 0 9 773 2 max 0.0305 12 0.0214 20 0 26 0.1193 20 -0.0412 24 0 26 0 26 774 min -0.0026 9 0.0074 24 0 9 0.0412 24 -0.1193 15 0 9 0 9 775 3 max 0.0305 12 0 26 0 26 0.159 20 -0.0549 24 0 26 0 26 776 min -0.0026 9 0 9 0 9 0.0549 24 -0.159 15 0 9 0 9 777 4 max 0.0305 12 -0.0074 26 0 26 0.1193 20 -0.0412 24 0 26 0 26 778 min -0.0026 9 -0.0214 15 0 9 0.0412 24 -0.1193 15 0 9 0 9 779 5 max 0.0305 12 -0.0148 26 0 26 0 26 0 26 0 26 0 26 780 min -0.0026 9 -0.0428 15 0 9 0 9 0 9 0 9 0 9 Envelope Member Section Deflections - Service Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 1 M1 1 max 0 26 0 26 0 26 0 26 NC 26 NC 26 2 min 0 9 0 9 0 9 0 9 NC 9 NC 9 3 2 max -0.0007 26 0 26 0.1061 12 0.0002 12 NC 26 NC 26 4 min -0.0015 15 -0.0907 9 -0.004 9 0 9 1985.2327 9 1697.2632 12 5 3 max -0.0014 26 0 26 0.3827 12 0.0004 12 NC 26 NC 26 6 min -0.0031 15 -0.3272 9 -0.0144 9 -0.0001 9 550.1195 9 470.3214 12 7 4 max -0.0021 26 0 26 0.7731 12 0.0006 12 NC 26 NC 26 8 min -0.0046 15 -0.661 9 -0.0291 9 -0.0001 9 272.3247 9 232.8224 12 9 5 max -0.0028 26 0 26 1.2204 12 0.0009 12 NC 26 NC 26 223 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 73 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 10 min -0.0061 15 -1.0434 9 -0.0459 9 -0.0002 9 172.5178 9 147.4931 12 11 M2 1 max 0 26 0 26 0 26 0 26 NC 26 NC 26 12 min 0 9 0 9 0 9 0 9 NC 9 NC 9 13 2 max -0.0004 21 0 26 0.0835 12 0.0002 12 NC 26 NC 26 14 min -0.0009 16 -0.0906 9 0 10 -0.0001 9 1986.3193 9 2156.2862 12 15 3 max -0.0009 21 0 26 0.3012 12 0.0004 12 NC 26 NC 26 16 min -0.0019 16 -0.327 9 0 10 -0.0001 9 550.4206 9 597.5194 12 17 4 max -0.0013 21 0 26 0.6085 12 0.0006 12 NC 26 NC 26 18 min -0.0028 16 -0.6606 9 0 10 -0.0002 9 272.4738 9 295.789 12 19 5 max -0.0018 21 0 26 0.9606 12 0.0008 12 NC 26 NC 26 20 min -0.0038 16 -1.0428 9 0 10 -0.0003 9 172.6122 9 187.3824 12 21 M3 1 max 0 26 0 26 0 26 0 26 NC 26 NC 26 22 min 0 9 0 9 0 9 0 9 NC 9 NC 9 23 2 max -0.0009 21 0.0081 12 0.1061 12 0.0002 12 NC 26 NC 26 24 min -0.0021 16 -0.1101 9 -0.004 9 0 9 1635.5941 9 1695.9585 12 25 3 max -0.0018 21 0.0291 12 0.383 12 0.0004 12 NC 26 NC 26 26 min -0.0042 16 -0.3971 9 -0.0143 9 -0.0001 9 453.2326 9 469.9599 12 27 4 max -0.0026 21 0.0588 12 0.7737 12 0.0006 12 NC 26 NC 26 28 min -0.0063 16 -0.8023 9 -0.0289 9 -0.0001 9 224.363 9 232.6435 12 29 5 max -0.0035 21 0.0928 12 1.2213 12 0.0009 12 NC 26 NC 26 30 min -0.0083 16 -1.2664 9 -0.0456 9 -0.0002 9 142.134 9 147.3797 12 31 M4 1 max 0 26 0 26 0 26 0 26 NC 26 NC 26 32 min 0 9 0 9 0 9 0 9 NC 9 NC 9 33 2 max -0.0006 26 0.0081 12 0.0835 12 0.0002 12 NC 26 NC 26 34 min -0.0013 15 -0.11 9 0 10 -0.0001 9 1636.6117 9 2155.5812 12 35 3 max -0.0012 26 0.0291 12 0.3013 12 0.0004 12 NC 26 NC 26 36 min -0.0026 15 -0.3969 9 0 10 -0.0001 9 453.5146 9 597.324 12 37 4 max -0.0017 26 0.0588 12 0.6087 12 0.0006 12 NC 26 NC 26 38 min -0.004 15 -0.8018 9 0 10 -0.0002 9 224.5026 9 295.6923 12 39 5 max -0.0023 26 0.0928 12 0.9609 12 0.0008 12 NC 26 NC 26 40 min -0.0053 15 -1.2656 9 0 10 -0.0003 9 142.2225 9 187.3212 12 41 M5 1 max 0 26 0 26 0 26 0 26 NC 26 NC 26 42 min 0 9 0 9 0 9 0 9 NC 9 NC 9 43 2 max -0.0007 26 0 26 0.1061 12 0.0002 12 NC 26 NC 26 44 min -0.0017 18 -0.0953 9 -0.0039 9 -0.0001 9 1887.8109 9 1696.218 12 45 3 max -0.0015 26 0 26 0.383 12 0.0004 12 NC 26 NC 26 46 min -0.0035 18 -0.3441 9 -0.0139 9 -0.0001 9 523.1233 9 470.0318 12 47 4 max -0.0022 26 0 12 0.7736 12 0.0006 12 NC 26 NC 26 48 min -0.0052 18 -0.6951 9 -0.0281 9 -0.0002 9 258.9609 9 232.6791 12 49 5 max -0.003 26 0 12 1.2211 12 0.0008 12 NC 26 NC 26 50 min -0.0069 18 -1.0972 9 -0.0444 9 -0.0002 9 164.0518 9 147.4023 12 51 M6 1 max 0 26 0 26 0 26 0 26 NC 26 NC 26 52 min 0 9 0 9 0 9 0 9 NC 9 NC 9 53 2 max -0.0005 21 0 26 0.0834 12 0.0002 12 NC 26 NC 26 54 min -0.001 16 -0.0953 9 0 10 -0.0001 9 1888.8624 9 2157.7446 12 55 3 max -0.0009 21 0 26 0.301 12 0.0004 12 NC 26 NC 26 56 min -0.0021 16 -0.3439 9 0 10 -0.0001 9 523.4147 9 597.9235 12 57 4 max -0.0014 21 0 12 0.6081 12 0.0006 12 NC 26 NC 26 58 min -0.0031 16 -0.6947 9 0 10 -0.0002 9 259.1051 9 295.9891 12 59 5 max -0.0018 21 0 12 0.96 12 0.0008 12 NC 26 NC 26 60 min -0.0042 16 -1.0966 9 0 10 -0.0003 9 164.1432 9 187.5092 12 61 M7 1 max 0 26 0 26 0 26 0 26 NC 26 NC 26 62 min 0 9 0 9 0 9 0 9 NC 9 NC 9 63 2 max -0.0006 21 0 26 0.1061 12 0.0002 12 NC 26 NC 26 64 min -0.0014 15 -0.0742 9 -0.0038 9 -0.0001 9 2424.3086 9 1697.0102 12 224 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 74 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 65 3 max -0.0013 21 0 26 0.3828 12 0.0004 12 NC 26 NC 26 66 min -0.0028 15 -0.2679 9 -0.0138 9 -0.0001 9 671.7899 9 470.2513 12 67 4 max -0.0019 21 0 26 0.7732 12 0.0006 12 NC 26 NC 26 68 min -0.0042 15 -0.5413 9 -0.0279 9 -0.0002 9 332.555 9 232.7877 12 69 5 max -0.0025 21 0 26 1.2206 12 0.0008 12 NC 26 NC 26 70 min -0.0057 15 -0.8544 9 -0.0441 9 -0.0003 9 210.6737 9 147.4711 12 71 M8 1 max 0 26 0 26 0 26 0 26 NC 26 NC 26 72 min 0 9 0 9 0 9 0 9 NC 9 NC 9 73 2 max -0.0004 24 0 26 0.0834 12 0.0002 12 NC 26 NC 26 74 min -0.0009 15 -0.0742 9 0 10 -0.0001 9 2426.0129 9 2158.7073 12 75 3 max -0.0008 24 0 26 0.3009 12 0.0004 12 NC 26 NC 26 76 min -0.0018 15 -0.2678 9 0 10 -0.0001 9 672.2622 9 598.1903 12 77 4 max -0.0012 24 0 26 0.6079 12 0.0006 12 NC 26 NC 26 78 min -0.0027 15 -0.5409 9 0 10 -0.0002 9 332.7888 9 296.1211 12 79 5 max -0.0016 24 0 26 0.9595 12 0.0008 12 NC 26 NC 26 80 min -0.0036 15 -0.8538 9 0 10 -0.0003 9 210.8218 9 187.5928 12 81 M9 1 max 0.0459 9 -0.0028 26 1.0434 9 -0.004 21 NC 26 NC 26 82 min -1.2204 12 -0.0061 15 0 10 -0.008 16 NC 9 NC 9 83 2 max 0.0459 9 -0.1263 26 1.1017 9 -0.0039 21 2042.6488 26 NC 26 84 min -1.2206 12 -0.2996 18 0 10 -0.0079 16 860.4104 18 4320.3657 9 85 3 max 0.0458 9 -0.1732 26 1.1463 9 -0.0038 24 1482.224 26 NC 26 86 min -1.2209 12 -0.4115 18 -0.005 12 -0.0079 15 623.3917 18 2448.4352 9 87 4 max 0.0457 9 -0.1287 26 1.1961 9 -0.0038 24 2009.316 26 NC 26 88 min -1.2211 12 -0.3057 18 -0.0549 12 -0.0078 15 846.0072 18 1650.4127 9 89 5 max 0.0456 9 -0.0035 21 1.2664 9 -0.0037 26 NC 26 NC 26 90 min -1.2213 12 -0.0083 16 -0.0928 12 -0.0077 15 NC 9 1129.8429 9 91 M10 1 max 0.0456 9 -0.0035 21 1.2664 9 -0.0037 26 NC 26 NC 26 92 min -1.2213 12 -0.0083 16 -0.0928 12 -0.0077 15 NC 9 3147.3016 12 93 2 max 0.0454 9 -0.2374 26 1.2473 9 -0.0036 24 1247.9036 26 NC 26 94 min -1.2214 12 -0.6025 15 -0.0696 12 -0.0073 15 491.295 15 4196.4303 12 95 3 max 0.0452 9 -0.3286 26 1.2287 9 -0.0035 24 897.88 26 NC 26 96 min -1.2214 12 -0.8356 15 -0.0464 12 -0.007 15 352.8183 15 6294.642 12 97 4 max 0.045 9 -0.2318 26 1.2103 9 -0.0033 24 1278.4107 26 NC 26 98 min -1.2215 12 -0.5891 15 -0.0233 12 -0.0066 15 502.4719 15 NC 9 99 5 max 0.0448 9 -0.0034 24 1.192 9 -0.0032 24 NC 26 NC 26 100 min -1.2215 12 -0.0079 15 -0.0001 12 -0.0063 15 NC 9 NC 9 101 M11 1 max 0.0444 9 -0.003 26 1.0972 9 -0.0028 24 NC 26 NC 26 102 min -1.2211 12 -0.0069 18 0 12 -0.0054 15 NC 9 955.3042 9 103 2 max 0.0443 9 -0.088 24 1.0363 9 -0.003 24 2723.5621 24 NC 26 104 min -1.221 12 -0.2227 15 0 12 -0.0057 15 1073.469 15 1275.1642 9 105 3 max 0.0442 9 -0.1255 24 0.9755 9 -0.0031 24 1889.4719 24 NC 26 106 min -1.2209 12 -0.3198 15 0 12 -0.0059 15 739.8035 15 1915.3402 9 107 4 max 0.0442 9 -0.0884 24 0.9149 9 -0.0033 24 2705.4692 24 NC 26 108 min -1.2207 12 -0.2258 15 0 10 -0.0062 15 1054.967 15 3834.3267 9 109 5 max 0.0441 9 -0.0025 21 0.8544 9 -0.0034 24 NC 26 NC 26 110 min -1.2206 12 -0.0057 15 0 10 -0.0065 15 NC 9 NC 9 111 M12 1 max 0.8544 9 -0.5309 24 1.3068 12 -0.0004 24 869.5828 24 NC 26 112 min 0 10 -1.0428 15 -0.0674 9 -0.0007 9 433.7859 15 NC 9 113 2 max 0.8544 9 -0.0113 24 1.2226 12 -0.0004 24 6431.0425 24 NC 26 114 min 0 10 -0.0225 15 -0.0447 9 -0.0007 9 3853.6404 9 NC 9 115 3 max 0.8542 9 0.2491 15 1.1255 12 -0.0004 24 1843.0779 24 NC 26 116 min 0 10 0.1428 24 -0.0125 9 -0.0007 15 1063.3733 15 NC 9 117 4 max 0.8539 9 0.1438 9 1.02 12 -0.0004 24 2499.2899 24 NC 26 118 min 0 10 0.0861 24 0 10 -0.0007 15 1497.0067 9 NC 9 119 5 max 0.8538 9 -0.0732 24 0.9301 12 -0.0004 26 NC 26 NC 26 225 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 75 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 120 min 0 10 -0.1252 15 0 10 -0.0006 15 NC 9 NC 9 121 M13 1 max 0.9595 12 -0.0016 24 0 26 -0.0017 24 NC 26 NC 26 122 min 0 10 -0.0036 15 -0.8538 9 -0.0029 9 NC 9 NC 9 123 2 max 0.9596 12 -0.0907 24 0 26 -0.0016 24 2604.7864 24 NC 26 124 min 0 10 -0.2297 16 -0.9147 9 -0.0026 9 1026.5201 16 NC 9 125 3 max 0.9597 12 -0.1294 24 0 12 -0.0014 24 1817.4509 24 NC 26 126 min 0 10 -0.3277 16 -0.9755 9 -0.0023 9 716.2872 16 NC 9 127 4 max 0.9598 12 -0.0897 24 0 12 -0.0012 24 2639.4942 24 NC 26 128 min 0 10 -0.227 16 -1.0361 9 -0.002 9 1040.3497 16 NC 9 129 5 max 0.96 12 -0.0018 21 0 12 -0.001 24 NC 26 NC 26 130 min 0 10 -0.0042 16 -1.0966 9 -0.0017 9 NC 9 NC 9 131 M14 1 max 0.96 12 -0.0018 21 0 12 -0.001 24 NC 26 NC 26 132 min 0 10 -0.0042 16 -1.0966 9 -0.0017 9 NC 9 NC 9 133 2 max 0.9601 12 -0.104 24 0 12 -0.0011 24 2350.291 24 NC 26 134 min 0 10 -0.2134 16 -1.1205 9 -0.0018 9 1148.1305 16 NC 9 135 3 max 0.9602 12 -0.1494 24 0 12 -0.0011 24 1628.0382 24 NC 26 136 min 0 10 -0.3055 16 -1.1443 9 -0.0019 9 797.4909 16 NC 9 137 4 max 0.9603 12 -0.1042 24 0 12 -0.0012 24 2350.2808 24 NC 26 138 min 0 10 -0.2138 16 -1.1678 9 -0.002 9 1148.1236 16 NC 9 139 5 max 0.9604 12 -0.0022 21 0.0001 12 -0.0013 24 NC 26 NC 26 140 min 0 10 -0.0049 18 -1.1913 9 -0.0021 9 NC 9 NC 9 141 M15 1 max 0.9609 12 -0.0023 26 0.0928 12 -0.0019 24 NC 26 NC 26 142 min 0 10 -0.0053 15 -1.2656 9 -0.0035 15 NC 9 1130.9418 9 143 2 max 0.9608 12 -0.1296 21 0.055 12 -0.002 24 1976.9633 21 NC 26 144 min 0 10 -0.3014 18 -1.196 9 -0.0037 15 849.9499 18 1644.9497 9 145 3 max 0.9608 12 -0.1753 21 0.005 12 -0.002 24 1454.3251 21 NC 26 146 min 0 10 -0.4078 18 -1.1466 9 -0.0039 15 624.9398 18 2426.9752 9 147 4 max 0.9607 12 -0.1276 21 0 26 -0.0021 24 2004.5782 21 NC 26 148 min 0 10 -0.2964 18 -1.1019 9 -0.004 15 862.3524 18 4263.3012 9 149 5 max 0.9606 12 -0.0018 21 0 26 -0.0022 24 NC 26 NC 26 150 min 0 10 -0.0038 16 -1.0428 9 -0.0042 15 NC 9 NC 9 151 M16 1 max 0 26 -0.0909 24 0 26 -0.0001 15 NC 26 NC 26 152 min -1.0428 9 -0.1745 15 -0.9303 12 -0.0001 10 NC 9 NC 9 153 2 max 0 26 0.2139 15 0 26 0 15 1964.0793 24 NC 26 154 min -1.0429 9 0.1118 24 -1.0208 12 -0.0001 12 1024.7217 15 NC 9 155 3 max 0 26 0.3486 20 0.0203 9 0 15 1482.8242 24 NC 26 156 min -1.0432 9 0.1775 21 -1.122 12 -0.0001 12 760.9434 16 NC 9 157 4 max 0 26 -0.0129 21 0.0464 9 0 15 5106.1332 24 NC 26 158 min -1.0434 9 -0.0267 16 -1.2226 12 -0.0001 12 2693.64 15 NC 9 159 5 max 0 26 -0.5935 21 0.0672 9 0.0001 15 792.0689 21 NC 26 160 min -1.0434 9 -1.2109 18 -1.3068 12 -0.0001 12 384.029 18 NC 9 161 M17 1 max 1.2664 9 -0.5439 24 1.3068 12 0 26 849.1042 26 NC 26 162 min -0.0928 12 -1.1432 15 -0.0672 9 0 9 397.1876 15 NC 9 163 2 max 1.2664 9 -0.013 24 1.2235 12 0 26 6417.0903 24 NC 26 164 min -0.0928 12 -0.0281 15 -0.0461 9 0 9 3524.036 15 NC 9 165 3 max 1.2661 9 0.3145 15 1.1218 12 0 26 1690.9496 24 NC 26 166 min -0.0928 12 0.1603 24 -0.0203 9 0 9 873.6242 15 NC 9 167 4 max 1.2658 9 0.1796 15 1.0206 12 0 26 2324.0786 24 NC 26 168 min -0.0928 12 0.0962 24 0 10 0 9 1241.0427 15 NC 9 169 5 max 1.2656 9 -0.0751 24 0.9304 12 0 26 NC 26 NC 26 170 min -0.0928 12 -0.1411 15 0 10 0 9 NC 9 NC 9 171 M18 1 max 1.0972 9 -0.445 24 1.3068 12 0 26 992.3397 24 NC 26 172 min 0 12 -0.8885 15 -0.0673 9 0 9 481.4181 15 NC 9 173 2 max 1.0972 9 -0.0103 24 1.2232 12 0 26 NC 26 NC 26 174 min 0 12 -0.0209 15 -0.045 9 0 9 7106.8298 9 NC 9 226 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 76 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 175 3 max 1.097 9 0.162 9 1.1276 12 0 26 2823.9763 24 NC 26 176 min 0 12 0.0971 24 -0.0134 9 0 9 1692.2316 9 NC 9 177 4 max 1.0968 9 0.0723 9 1.0204 12 0 26 4567.2152 24 NC 26 178 min 0 12 0.0431 18 0 10 0 9 2735.3824 9 NC 9 179 5 max 1.0966 9 -0.0439 24 0.9302 12 0 26 NC 26 NC 26 180 min 0 12 -0.0732 9 0 10 0 9 NC 9 NC 9 181 M19 1 max 1.0063 12 0.1183 9 0 26 -0.0012 24 NC 26 NC 26 182 min 0 10 0.0708 24 -0.8539 9 -0.002 9 NC 9 NC 9 183 2 max 1.0064 12 -0.011 21 0 26 -0.0003 18 NC 26 NC 26 184 min 0 10 -0.084 16 -0.8833 9 -0.0008 9 6755.3125 18 NC 9 185 3 max 1.0064 12 -0.0896 21 0 26 0.0014 18 NC 26 NC 26 186 min 0 10 -0.273 16 -0.9126 9 0.0003 21 4813.1602 18 NC 9 187 4 max 1.0065 12 -0.1637 24 0 26 0.003 20 NC 26 NC 26 188 min 0 10 -0.4487 16 -0.942 9 0.001 21 6755.3125 18 NC 9 189 5 max 1.0065 12 -0.2345 24 0 12 0.0047 20 NC 26 NC 26 190 min 0 10 -0.6144 16 -0.9713 9 0.0017 24 NC 9 NC 9 191 M20 1 max 1.0072 12 -0.2799 24 0.0763 12 0.0043 15 NC 26 NC 26 192 min 0 10 -0.7173 16 -1.2528 9 0.0016 22 NC 9 NC 9 193 2 max 1.0072 12 -0.1905 24 0.0804 12 0.0026 15 NC 26 NC 26 194 min 0 10 -0.5022 16 -1.256 9 0.0009 22 NC 9 NC 9 195 3 max 1.0072 12 -0.101 24 0.0846 12 0.0009 18 NC 26 NC 26 196 min 0 10 -0.2867 16 -1.2593 9 0.0001 21 NC 9 NC 9 197 4 max 1.0073 12 -0.0112 21 0.0887 12 -0.0006 24 NC 26 NC 26 198 min 0 10 -0.0706 16 -1.2625 9 -0.001 9 NC 9 NC 9 199 5 max 1.0073 12 0.146 15 0.0928 12 -0.0014 24 NC 26 NC 26 200 min 0 10 0.0786 24 -1.2658 9 -0.0026 15 NC 9 NC 9 201 M21 1 max 0 26 -0.225 21 1.0897 9 -0.002 21 NC 26 NC 26 202 min -1.0076 12 -0.5097 18 0 10 -0.0045 16 NC 9 1235.1045 12 203 2 max 0 26 -0.2435 21 1.1089 9 -0.0021 21 NC 26 NC 26 204 min -1.0077 12 -0.5531 18 0 10 -0.0046 16 5106.7951 15 1735.0303 12 205 3 max 0 26 -0.2547 21 1.1441 9 -0.0021 21 8421.5163 21 NC 26 206 min -1.0077 12 -0.5797 18 0 10 -0.0046 18 3638.4036 16 2476.516 12 207 4 max 0 26 -0.2561 21 1.1793 9 -0.0021 26 NC 26 NC 26 208 min -1.0077 12 -0.5834 18 -0.0238 12 -0.0047 15 5110.2346 16 1606.5434 9 209 5 max 0 26 -0.2502 21 1.1986 9 -0.0021 26 NC 26 NC 26 210 min -1.0075 12 -0.5705 18 -0.0572 12 -0.0047 15 NC 9 1321.9408 9 211 M22 1 max 1.1518 12 0.2373 15 0 26 0.0012 9 NC 26 NC 26 212 min -0.0215 9 0.1331 24 -0.8542 9 0.0007 24 NC 9 NC 9 213 2 max 1.1518 12 0.0445 9 0 26 0.0003 9 NC 26 NC 26 214 min -0.0215 9 -0.0189 18 -0.8835 9 -0.0002 18 5722.2687 16 NC 9 215 3 max 1.1517 12 -0.0761 21 0 26 -0.0003 21 NC 26 NC 26 216 min -0.0215 9 -0.2632 16 -0.9128 9 -0.0014 18 4077.1165 16 NC 9 217 4 max 1.1517 12 -0.1736 24 0 26 -0.0009 21 NC 26 NC 26 218 min -0.0215 9 -0.4917 16 -0.942 9 -0.0026 16 5722.2687 16 NC 9 219 5 max 1.1517 12 -0.2672 24 0 12 -0.0014 21 NC 26 NC 26 220 min -0.0215 9 -0.7085 16 -0.9713 9 -0.0038 16 NC 9 NC 9 221 M23 1 max 0.0007 9 0.2858 15 1.266 9 0.0013 15 NC 26 NC 26 222 min -1.0766 12 0.1492 24 -0.0928 12 0.0006 22 NC 9 NC 9 223 2 max 0.0007 9 0.0422 9 1.2627 9 0.0008 15 NC 26 NC 26 224 min -1.0766 12 -0.0103 16 -0.0887 12 0.0004 22 NC 9 NC 9 225 3 max 0.0007 9 -0.0987 21 1.2594 9 0.0004 20 NC 26 NC 26 226 min -1.0766 12 -0.3056 16 -0.0846 12 0.0002 21 NC 9 NC 9 227 4 max 0.0007 9 -0.2224 24 1.2561 9 0 26 NC 26 NC 26 228 min -1.0766 12 -0.6001 16 -0.0804 12 -0.0001 15 NC 9 NC 9 229 5 max 0.0007 9 -0.3459 24 1.2528 9 -0.0002 26 NC 26 NC 26 227 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 77 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 230 min -1.0766 12 -0.8942 16 -0.0763 12 -0.0006 15 NC 9 NC 9 231 M24 1 max 1.077 12 -0.3125 21 0 26 0.0008 20 NC 26 NC 26 232 min -0.0006 9 -0.7033 16 -1.09 9 0.0004 21 NC 9 NC 9 233 2 max 1.077 12 -0.1924 21 0 26 0.0003 20 NC 26 NC 26 234 min -0.0006 9 -0.4464 16 -1.0783 9 0.0001 21 NC 9 NC 9 235 3 max 1.077 12 -0.0722 21 0 26 -0.0001 26 NC 26 NC 26 236 min -0.0006 9 -0.1892 18 -1.0665 9 -0.0002 18 NC 9 NC 9 237 4 max 1.077 12 0.0802 9 0 26 -0.0004 21 NC 26 NC 26 238 min -0.0006 9 0.0481 24 -1.0548 9 -0.0007 16 NC 9 NC 9 239 5 max 1.077 12 0.3267 20 0 26 -0.0006 21 NC 26 NC 26 240 min -0.0006 9 0.1686 24 -1.0431 9 -0.0012 16 NC 9 NC 9 241 M25 1 max 0 26 0 26 0 26 0 26 NC 26 NC 26 242 min 0 9 0 9 0 9 0 9 NC 9 NC 9 243 2 max -0.0008 24 0 12 0.1062 12 0.0002 12 NC 26 NC 26 244 min -0.002 15 -0.1036 9 -0.0039 9 -0.0001 9 1737.7589 9 1695.7019 12 245 3 max -0.0017 24 0 12 0.3831 12 0.0004 12 NC 26 NC 26 246 min -0.004 15 -0.3738 9 -0.014 9 -0.0001 9 481.543 9 469.8888 12 247 4 max -0.0025 24 0 12 0.7738 12 0.0006 12 NC 26 NC 26 248 min -0.0059 15 -0.7551 9 -0.0284 9 -0.0002 9 238.3774 9 232.6083 12 249 5 max -0.0034 24 0.0001 12 1.2215 12 0.0008 12 NC 26 NC 26 250 min -0.0079 15 -1.192 9 -0.0448 9 -0.0002 9 151.0122 9 147.3574 12 251 M26 1 max 0 26 0 26 0 26 0 26 NC 26 NC 26 252 min 0 9 0 9 0 9 0 9 NC 9 NC 9 253 2 max -0.0005 21 0 12 0.0835 12 0.0002 12 NC 26 NC 26 254 min -0.0012 18 -0.1035 9 0 10 -0.0001 9 1738.7872 9 2156.6897 12 255 3 max -0.0011 21 0 12 0.3012 12 0.0004 12 NC 26 NC 26 256 min -0.0025 18 -0.3736 9 0 10 -0.0001 9 481.828 9 597.6312 12 257 4 max -0.0016 21 0 12 0.6084 12 0.0006 12 NC 26 NC 26 258 min -0.0037 18 -0.7547 9 0 10 -0.0002 9 238.5185 9 295.8444 12 259 5 max -0.0022 21 0.0001 12 0.9604 12 0.0008 12 NC 26 NC 26 260 min -0.0049 18 -1.1913 9 0 10 -0.0003 9 151.1016 9 187.4175 12 261 M27 1 max 1.192 9 -0.5016 24 1.3068 12 0 26 888.6403 24 NC 26 262 min -0.0001 12 -1.0197 15 -0.0673 9 0 9 425.3665 15 NC 9 263 2 max 1.192 9 -0.0117 24 1.2235 12 0 26 9472.6403 24 NC 26 264 min -0.0001 12 -0.0242 15 -0.0454 9 0 9 5674.2898 9 NC 9 265 3 max 1.1917 9 0.1923 9 1.1279 12 0 26 2355.5222 24 NC 26 266 min -0.0001 12 0.1153 24 -0.0138 9 0 9 1411.7405 9 NC 9 267 4 max 1.1914 9 0.0918 9 1.0206 12 0 26 3661.6456 24 NC 26 268 min -0.0001 12 0.055 24 0 10 0 9 2193.443 9 NC 9 269 5 max 1.1913 9 -0.0537 24 0.9304 12 0 26 NC 26 NC 26 270 min -0.0001 12 -0.0896 9 0 10 0 9 NC 9 NC 9 271 M28 1 max 0.0672 9 -0.5439 24 1.2664 9 -0.0059 24 NC 26 NC 26 272 min -1.3068 12 -1.1432 15 -0.0928 12 -0.0124 15 NC 9 NC 9 273 2 max 0.0672 9 -0.6718 24 1.2478 9 -0.0058 24 2109.1825 26 NC 26 274 min -1.3068 12 -1.4 15 -0.0696 12 -0.0121 15 1014.796 15 NC 9 275 3 max 0.0672 9 -0.717 24 1.2292 9 -0.0057 24 1502.7925 26 NC 26 276 min -1.3068 12 -1.4852 15 -0.0464 12 -0.0119 15 723.0421 18 NC 9 277 4 max 0.0673 9 -0.6506 24 1.2106 9 -0.0056 24 2109.1825 24 NC 26 278 min -1.3068 12 -1.3383 15 -0.0233 12 -0.0116 15 1014.796 18 NC 9 279 5 max 0.0673 9 -0.5016 24 1.192 9 -0.0055 24 NC 26 NC 26 280 min -1.3068 12 -1.0197 15 -0.0001 12 -0.0113 15 NC 9 NC 9 281 M29 1 max 0.0673 9 -0.445 24 1.0972 9 -0.0049 24 NC 26 NC 26 282 min -1.3068 12 -0.8885 15 0 12 -0.0099 15 NC 9 NC 9 283 2 max 0.0673 9 -0.4964 24 1.0273 9 -0.0049 24 NC 26 NC 26 284 min -1.3068 12 -0.9917 15 0 12 -0.0099 15 4863.3383 18 NC 9 228 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 78 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 285 3 max 0.0674 9 -0.5193 24 0.9573 9 -0.0049 24 NC 26 NC 26 286 min -1.3068 12 -1.0338 15 0 12 -0.0099 15 5459.2181 18 NC 9 287 4 max 0.0674 9 -0.5231 24 0.887 9 -0.0049 24 NC 26 NC 26 288 min -1.3068 12 -1.0326 15 0 10 -0.0099 15 NC 9 NC 9 289 5 max 0.0674 9 -0.5535 24 0.8164 9 -0.0049 24 NC 26 NC 26 290 min -1.3068 12 -1.0812 15 0 10 -0.0099 15 NC 9 NC 9 291 M30 1 max 0.0672 9 -0.6035 21 1.0112 9 -0.0059 24 NC 26 NC 26 292 min -1.3068 12 -1.2219 18 0 10 -0.0124 15 NC 9 1394.7839 24 293 2 max 0.0672 9 -0.5978 21 1.0754 9 -0.0059 24 NC 26 NC 26 294 min -1.3068 12 -1.2281 16 0 10 -0.0124 15 NC 9 1859.7221 24 295 3 max 0.0672 9 -0.6166 21 1.1393 9 -0.0059 24 6747.7745 24 NC 26 296 min -1.3068 12 -1.2791 16 0 10 -0.0124 15 2975.5541 16 2789.5944 24 297 4 max 0.0672 9 -0.6013 24 1.2029 9 -0.0059 24 6787.3416 24 NC 26 298 min -1.3068 12 -1.256 15 -0.04 12 -0.0124 15 3088.5765 16 5579.2023 24 299 5 max 0.0672 9 -0.5439 24 1.2664 9 -0.0059 24 NC 26 NC 26 300 min -1.3068 12 -1.1432 15 -0.0928 12 -0.0124 15 NC 9 NC 9 301 M31 1 max 0.9301 12 -0.0932 24 0 26 -0.0012 24 NC 26 NC 26 302 min 0 10 -0.1625 15 -0.8164 9 -0.002 9 NC 9 NC 9 303 2 max 0.9301 12 -0.0684 24 0 26 -0.0012 24 NC 26 NC 26 304 min 0 10 -0.1171 15 -0.8861 9 -0.002 9 NC 9 3847.207 9 305 3 max 0.9301 12 -0.0761 24 0 12 -0.0012 24 NC 26 NC 26 306 min 0 10 -0.1321 15 -0.956 9 -0.002 9 NC 9 1919.0095 9 307 4 max 0.9302 12 -0.0717 24 0 12 -0.0012 24 NC 26 NC 26 308 min 0 10 -0.1208 15 -1.0263 9 -0.002 9 7893.7668 16 1276.8932 9 309 5 max 0.9302 12 -0.0439 24 0 12 -0.0012 24 NC 26 NC 26 310 min 0 10 -0.0732 9 -1.0966 9 -0.002 9 NC 9 956.3545 9 311 M32 1 max 0.9302 12 -0.0439 24 0 12 -0.0012 24 NC 26 NC 26 312 min 0 10 -0.0732 9 -1.0966 9 -0.002 9 NC 9 NC 9 313 2 max 0.9303 12 -0.1047 24 0 12 -0.0013 24 4111.2504 26 NC 26 314 min 0 10 -0.1827 15 -1.1203 9 -0.0021 9 2078.791 16 NC 9 315 3 max 0.9303 12 -0.1307 24 0 12 -0.0013 24 2929.2659 26 NC 26 316 min 0 10 -0.2348 15 -1.1439 9 -0.0023 9 1481.1386 15 NC 9 317 4 max 0.9303 12 -0.1096 24 0 12 -0.0014 24 4111.2504 21 NC 26 318 min 0 10 -0.1938 16 -1.1676 9 -0.0024 9 2078.791 16 NC 9 319 5 max 0.9304 12 -0.0537 24 0.0001 12 -0.0015 24 NC 26 NC 26 320 min 0 10 -0.0896 9 -1.1913 9 -0.0025 9 NC 9 NC 9 321 M33 1 max 0.9304 12 -0.0751 24 0.0928 12 -0.0021 24 NC 26 NC 26 322 min 0 10 -0.1411 15 -1.2656 9 -0.0038 15 NC 9 1132.129 9 323 2 max 0.9304 12 -0.1152 24 0.04 12 -0.0021 24 8568.3867 26 NC 26 324 min 0 10 -0.2244 15 -1.2017 9 -0.0038 15 4074.5663 15 1511.7076 9 325 3 max 0.9304 12 -0.1187 24 0 26 -0.0021 24 9434.9731 26 NC 26 326 min 0 10 -0.2333 15 -1.138 9 -0.0038 15 4294.6467 15 2272.1752 9 327 4 max 0.9304 12 -0.0955 24 0 26 -0.0021 24 NC 26 NC 26 328 min 0 10 -0.186 15 -1.0744 9 -0.0038 15 NC 9 4555.9524 9 329 5 max 0.9303 12 -0.1012 24 0 26 -0.0021 24 NC 26 NC 26 330 min 0 10 -0.1914 15 -1.0112 9 -0.0038 15 NC 9 NC 9 331 M34 1 max 0 26 -0.1012 24 0 26 -0.0004 21 NC 26 NC 26 332 min -1.0112 9 -0.1914 15 -0.9303 12 -0.0006 16 NC 9 NC 9 333 2 max 0 26 -0.5048 21 0 26 -0.0004 21 1431.9337 21 NC 26 334 min -1.0112 9 -0.9917 18 -1.0207 12 -0.0006 12 733.505 18 NC 9 335 3 max 0 26 -0.7395 21 0.0203 9 -0.0004 21 1028.2986 21 NC 26 336 min -1.0112 9 -1.4618 18 -1.1222 12 -0.0006 12 527.1135 18 NC 9 337 4 max 0 26 -0.7548 21 0.0464 9 -0.0003 21 1437.7005 21 NC 26 338 min -1.0112 9 -1.5038 18 -1.2226 12 -0.0006 12 737.8177 18 NC 9 339 5 max 0 26 -0.6035 21 0.0672 9 -0.0003 21 NC 26 NC 26 229 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 79 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 340 min -1.0112 9 -1.2219 18 -1.3068 12 -0.0006 12 NC 9 NC 9 341 M35 1 max 0.8164 9 -0.5535 24 1.3068 12 -0.0007 24 NC 26 NC 26 342 min 0 10 -1.0812 15 -0.0674 9 -0.0012 15 NC 9 NC 9 343 2 max 0.8164 9 -0.7268 24 1.2227 12 -0.0007 24 1380.2734 24 NC 26 344 min 0 10 -1.4224 15 -0.0448 9 -0.0012 15 697.2381 15 NC 9 345 3 max 0.8164 9 -0.7273 24 1.1257 12 -0.0007 24 985.2916 24 NC 26 346 min 0 10 -1.4231 15 -0.0125 9 -0.0012 15 496.7386 15 NC 9 347 4 max 0.8164 9 -0.4984 24 1.0199 12 -0.0006 24 1371.8846 24 NC 26 348 min 0 10 -0.9683 15 0 10 -0.0012 15 690.8627 15 NC 9 349 5 max 0.8164 9 -0.0932 24 0.9301 12 -0.0006 26 NC 26 NC 26 350 min 0 10 -0.1625 15 0 10 -0.0012 15 NC 9 NC 9 351 M36 1 max 1.2222 9 -0.316 26 1.2214 12 0.0025 15 NC 26 NC 26 352 min -0.0382 12 -0.8041 15 -0.0451 9 0.001 24 NC 9 996.9793 12 353 2 max 1.2222 9 -0.4363 24 1.1529 12 0.0025 15 2199.2547 24 NC 26 354 min -0.0382 12 -1.1536 15 -0.0212 9 0.001 24 753.3218 16 1352.4014 12 355 3 max 1.2222 9 -0.4874 24 1.0857 12 0.0025 15 1554.2092 24 NC 26 356 min -0.0382 12 -1.2971 16 0 10 0.001 24 537.156 16 2078.3517 12 357 4 max 1.2222 9 -0.4448 24 1.0213 12 0.0025 20 2120.4262 24 NC 26 358 min -0.0382 12 -1.1673 16 0 10 0.001 24 744.7395 16 4282.0488 12 359 5 max 1.2222 9 -0.3241 24 0.9606 12 0.0025 20 NC 26 NC 26 360 min -0.0382 12 -0.8231 16 0 10 0.001 24 NC 9 NC 9 361 M37 1 max 1.2528 9 -0.1809 26 1.2214 12 -0.003 26 NC 26 NC 26 362 min -0.0763 12 -0.4589 15 -0.0455 9 -0.0075 15 NC 9 998.0445 12 363 2 max 1.2528 9 -0.2983 24 1.1552 12 -0.003 24 2227.3096 24 NC 26 364 min -0.0763 12 -0.7698 15 -0.0316 9 -0.0075 15 839.3412 15 1337.5882 12 365 3 max 1.2528 9 -0.3467 24 1.088 12 -0.003 24 1580.0926 24 NC 26 366 min -0.0763 12 -0.8968 16 -0.0058 9 -0.0076 15 596.8306 16 2044.0131 12 367 4 max 1.2528 9 -0.3022 24 1.0218 12 -0.003 24 2177.5288 24 NC 26 368 min -0.0763 12 -0.7766 16 0 10 -0.0076 16 827.8573 16 4265.4414 12 369 5 max 1.2528 9 -0.1834 24 0.9608 12 -0.003 24 NC 26 NC 26 370 min -0.0763 12 -0.4639 16 0 10 -0.0077 16 NC 9 NC 9 371 M38 1 max 1.1443 9 -0.1344 24 1.2213 12 0 15 NC 26 NC 26 372 min 0 12 -0.2564 15 -0.0446 9 0 24 NC 9 995.7473 12 373 2 max 1.1443 9 -0.2418 24 1.1528 12 0 15 2508.1604 24 NC 26 374 min 0 12 -0.4571 15 -0.0209 9 0 24 1379.1512 16 1350.206 12 375 3 max 1.1443 9 -0.2867 24 1.0856 12 0 15 1796.0349 24 NC 26 376 min 0 12 -0.547 16 0 10 0 24 977.0599 16 2073.8218 12 377 4 max 1.1443 9 -0.251 24 1.0211 12 0 15 2468.6984 24 NC 26 378 min 0 12 -0.4893 16 0 10 0 24 1325.8513 16 4269.7192 12 379 5 max 1.1443 9 -0.1494 24 0.9602 12 0 18 NC 26 NC 26 380 min 0 12 -0.3055 16 0 10 0 22 NC 9 NC 9 381 M39 1 max 0.9713 9 -0.1254 24 1.2209 12 0.0002 15 NC 26 NC 26 382 min 0 12 -0.3198 15 -0.0442 9 0.0001 24 NC 9 NC 9 383 2 max 0.9713 9 -0.2569 24 1.1587 12 0.0002 15 1993.2881 21 NC 26 384 min 0 12 -0.6801 16 -0.0239 9 0.0001 24 725.4361 16 NC 9 385 3 max 0.9713 9 -0.3091 24 1.0904 12 0.0002 20 1431.1877 21 NC 26 386 min 0 12 -0.8223 16 -0.0003 15 0.0001 24 521.467 16 NC 9 387 4 max 0.9713 9 -0.2582 24 1.0215 12 0.0002 20 2002.7415 24 NC 26 388 min 0 12 -0.6801 16 0 10 0.0001 24 733.5239 16 NC 9 389 5 max 0.9713 9 -0.1293 24 0.9597 12 0.0002 20 NC 26 NC 26 390 min 0 12 -0.3276 16 0 10 0.0001 24 NC 9 NC 9 391 M40 1 max 0 26 -0.2799 24 1.2528 9 -0.0016 26 NC 26 NC 26 392 min -1.0072 12 -0.7173 16 -0.0763 12 -0.0043 15 NC 9 NC 9 393 2 max 0 26 -0.3196 24 1.2451 9 -0.0016 26 NC 26 NC 26 394 min -1.0072 12 -0.822 16 -0.0668 12 -0.0043 15 NC 9 NC 9 230 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 80 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 395 3 max 0 26 -0.357 24 1.2375 9 -0.0016 26 NC 26 NC 26 396 min -1.0071 12 -0.922 16 -0.0573 12 -0.0044 15 NC 9 NC 9 397 4 max 0 26 -0.3912 24 1.2298 9 -0.0016 26 NC 26 NC 26 398 min -1.0071 12 -1.0155 16 -0.0477 12 -0.0045 15 NC 9 NC 9 399 5 max 0 26 -0.4232 24 1.2222 9 -0.0016 26 NC 26 NC 26 400 min -1.0071 12 -1.1043 16 -0.0382 12 -0.0045 15 NC 9 NC 9 401 M41 1 max 0 26 0.0593 9 1.0967 9 0.0009 9 NC 26 NC 26 402 min -1.0066 12 0.0351 18 0 12 0.0005 18 NC 9 NC 9 403 2 max 0 26 -0.0358 21 1.0654 9 0 21 NC 26 NC 26 404 min -1.0066 12 -0.1352 16 0 12 -0.0008 18 NC 9 NC 9 405 3 max 0 26 -0.1049 24 1.034 9 -0.0006 21 NC 26 NC 26 406 min -1.0066 12 -0.3008 16 0 12 -0.0021 18 NC 9 NC 9 407 4 max 0 26 -0.1709 24 1.0027 9 -0.0011 21 NC 26 NC 26 408 min -1.0066 12 -0.46 16 0 12 -0.0034 16 NC 9 NC 9 409 5 max 0 26 -0.2345 24 0.9713 9 -0.0017 24 NC 26 NC 26 410 min -1.0065 12 -0.6144 16 0 12 -0.0047 16 NC 9 NC 9 411 M42 1 max 0 26 -0.4232 24 1.2222 9 -0.0016 26 NC 26 NC 26 412 min -1.0071 12 -1.1043 16 -0.0382 12 -0.0045 15 NC 9 NC 9 413 2 max 0 26 -0.3099 24 1.2145 9 -0.001 26 NC 26 NC 26 414 min -1.007 12 -0.8217 16 -0.0287 12 -0.0032 15 NC 9 NC 9 415 3 max 0 26 -0.1944 24 1.2068 9 -0.0004 26 NC 26 NC 26 416 min -1.007 12 -0.5345 16 -0.0191 12 -0.0019 15 NC 9 NC 9 417 4 max 0 26 -0.0758 24 1.1991 9 0.0002 14 NC 26 NC 26 418 min -1.0069 12 -0.241 16 -0.0096 12 -0.0005 18 NC 9 NC 9 419 5 max 0 26 0.0753 9 1.1914 9 0.0012 9 NC 26 NC 26 420 min -1.0069 12 0.0451 24 -0.0001 12 0.0007 24 NC 9 NC 9 421 M43 1 max 0 26 0.0753 9 1.1914 9 0.0012 9 NC 26 NC 26 422 min -1.0069 12 0.0451 24 -0.0001 12 0.0007 24 NC 9 NC 9 423 2 max 0 26 -0.0283 21 1.1796 9 0.0004 9 NC 26 NC 26 424 min -1.0069 12 -0.0794 16 -0.0001 12 0.0001 18 NC 9 NC 9 425 3 max 0 26 -0.0996 24 1.1678 9 -0.0003 21 NC 26 NC 26 426 min -1.0068 12 -0.2114 16 0 12 -0.0007 18 NC 9 NC 9 427 4 max 0 26 -0.1677 24 1.156 9 -0.0008 26 NC 26 NC 26 428 min -1.0068 12 -0.3371 16 0 12 -0.0015 15 NC 9 NC 9 429 5 max 0 26 -0.2336 24 1.1443 9 -0.0012 24 NC 26 NC 26 430 min -1.0068 12 -0.4581 16 0 12 -0.0023 15 NC 9 NC 9 431 M44 1 max 0 26 -0.2336 24 1.1443 9 -0.0012 24 NC 26 NC 26 432 min -1.0068 12 -0.4581 16 0 12 -0.0023 15 NC 9 NC 9 433 2 max 0 26 -0.1701 24 1.1324 9 -0.0008 24 NC 26 NC 26 434 min -1.0067 12 -0.3427 16 0 12 -0.0016 15 NC 9 NC 9 435 3 max 0 26 -0.1044 24 1.1205 9 -0.0004 21 NC 26 NC 26 436 min -1.0067 12 -0.2225 16 0 12 -0.0009 18 NC 9 NC 9 437 4 max 0 26 -0.0355 21 1.1086 9 0.0001 9 NC 26 NC 26 438 min -1.0067 12 -0.096 16 0 12 -0.0002 18 NC 9 NC 9 439 5 max 0 26 0.0593 9 1.0967 9 0.0009 9 NC 26 NC 26 440 min -1.0066 12 0.0351 18 0 12 0.0005 18 NC 9 NC 9 441 M45 1 max 1.1989 9 -0.1244 26 1.2211 12 0.0035 18 NC 26 NC 26 442 min -0.057 12 -0.2953 18 -0.0457 9 0.0015 22 NC 9 999.1873 12 443 2 max 1.1987 9 -0.2829 26 1.1546 12 0.002 20 1642.527 26 NC 26 444 min -0.0571 12 -0.6461 18 -0.0327 9 0.0009 21 738.7785 15 1342.278 12 445 3 max 1.1984 9 -0.3424 26 1.0899 12 0.0024 20 1194.9417 26 NC 26 446 min -0.0573 12 -0.7761 18 -0.0029 9 0.001 21 538.2253 15 2015.6781 12 447 4 max 1.1985 9 -0.2797 21 1.0208 12 0.003 20 1681.6737 24 NC 26 448 min -0.0572 12 -0.636 18 0 10 0.0013 21 755.9128 16 4340.442 12 449 5 max 1.1988 9 -0.1252 21 0.9609 12 0.0036 18 NC 26 NC 26 231 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 81 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 450 min -0.057 12 -0.2909 18 0 10 0.0015 21 NC 9 NC 9 451 M46 1 max 1.0894 9 -0.1028 26 1.2206 12 -0.0017 26 NC 26 NC 26 452 min 0 10 -0.2435 18 -0.0459 9 -0.0041 18 NC 9 1000.5506 12 453 2 max 1.0897 9 -0.2573 21 1.1545 12 -0.0012 26 1685.1879 21 NC 26 454 min 0 10 -0.5835 16 -0.0328 9 -0.0028 15 762.4666 16 1341.3428 12 455 3 max 1.09 9 -0.3147 21 1.0902 12 -0.0013 26 1229.3125 21 NC 26 456 min 0 10 -0.7084 16 -0.0028 9 -0.0031 18 557.2294 16 2007.9477 12 457 4 max 1.0898 9 -0.2536 21 1.0209 12 -0.0015 26 1731.0002 21 NC 26 458 min 0 10 -0.5729 18 0 10 -0.0036 18 783.5473 16 4318.8903 12 459 5 max 1.0895 9 -0.1035 21 0.9607 12 -0.0018 21 NC 26 NC 26 460 min 0 10 -0.2402 18 0 10 -0.0041 18 NC 9 NC 9 461 M47 1 max 0.0298 9 -0.2692 21 1.0897 9 0.0035 20 NC 26 NC 26 462 min -1.1478 12 -0.6097 16 0 10 0.0016 21 NC 9 NC 9 463 2 max 0.0301 9 -0.3046 21 1.1085 9 0.0035 20 4986.942 21 NC 26 464 min -1.1476 12 -0.6919 18 0 10 0.0016 21 2166.8991 18 NC 9 465 3 max 0.0301 9 -0.3222 21 1.1442 9 0.0035 20 3610.3052 26 NC 26 466 min -1.1476 12 -0.7331 18 0 10 0.0016 21 1570.0579 18 NC 9 467 4 max 0.0301 9 -0.318 26 1.1799 9 0.0035 20 4931.1452 26 NC 26 468 min -1.1476 12 -0.7245 18 -0.0229 12 0.0016 24 2139.5699 18 NC 9 469 5 max 0.0298 9 -0.2952 26 1.1986 9 0.0036 15 NC 26 NC 26 470 min -1.1478 12 -0.6731 18 -0.0571 12 0.0016 24 NC 9 NC 9 471 M48 1 max 0.0007 9 -0.3402 26 1.1984 9 -0.0004 26 NC 26 NC 26 472 min -1.0767 12 -0.771 18 -0.0573 12 -0.0008 15 NC 9 NC 9 473 2 max 0.0007 9 -0.2184 26 1.2153 9 -0.0001 26 NC 26 NC 26 474 min -1.0767 12 -0.5085 18 -0.0662 12 -0.0003 15 NC 9 NC 9 475 3 max 0.0007 9 -0.0961 21 1.2322 9 0.0002 20 NC 26 NC 26 476 min -1.0767 12 -0.245 18 -0.0751 12 0.0001 24 NC 9 NC 9 477 4 max 0.0007 9 0.0442 9 1.2491 9 0.0008 15 NC 26 NC 26 478 min -1.0767 12 0.0197 18 -0.084 12 0.0004 22 NC 9 NC 9 479 5 max 0.0007 9 0.2858 15 1.266 9 0.0013 15 NC 26 NC 26 480 min -1.0766 12 0.1492 24 -0.0928 12 0.0006 22 NC 9 NC 9 481 M49 1 max 0 26 -0.3128 21 0.7748 9 0.0026 18 NC 26 NC 26 482 min -0.8231 12 -0.7046 16 -0.7396 12 0.0011 22 NC 9 NC 9 483 2 max 0 26 -0.3129 21 0.7835 9 0.0028 18 NC 26 NC 26 484 min -0.8233 12 -0.7059 16 -0.7545 12 0.0013 22 NC 9 NC 9 485 3 max 0 26 -0.3126 21 0.7922 9 0.0031 15 NC 26 NC 26 486 min -0.8235 12 -0.7068 16 -0.7693 12 0.0014 22 NC 9 NC 9 487 4 max 0 26 -0.312 21 0.801 9 0.0033 15 NC 26 NC 26 488 min -0.8237 12 -0.707 18 -0.7842 12 0.0015 22 NC 9 NC 9 489 5 max 0 26 -0.311 21 0.8097 9 0.0035 15 NC 26 NC 26 490 min -0.8239 12 -0.7068 18 -0.7991 12 0.0016 22 NC 9 NC 9 491 M50 1 max 0.8511 9 -0.3211 26 0.8076 9 0.0029 20 NC 26 NC 26 492 min -0.8221 12 -0.7313 18 0 10 0.0013 21 NC 9 NC 9 493 2 max 0.8514 9 -0.3264 26 0.8163 9 0.0027 20 NC 26 NC 26 494 min -0.8219 12 -0.7423 18 0 10 0.0012 21 NC 9 NC 9 495 3 max 0.8517 9 -0.3314 26 0.825 9 0.0025 20 NC 26 NC 26 496 min -0.8217 12 -0.7528 18 0 10 0.0011 21 NC 9 NC 9 497 4 max 0.852 9 -0.3361 26 0.8337 9 0.0023 20 NC 26 NC 26 498 min -0.8215 12 -0.7626 18 0 10 0.001 21 NC 9 NC 9 499 5 max 0.8523 9 -0.3404 26 0.8424 9 0.0021 20 NC 26 NC 26 500 min -0.8213 12 -0.772 18 0 10 0.0009 21 NC 9 NC 9 501 M51 1 max 0.8507 9 -0.323 26 0.7821 12 0.0036 18 NC 26 NC 26 502 min 0 10 -0.7324 18 -0.844 9 0.0016 22 NC 9 NC 9 503 2 max 0.8504 9 -0.3069 21 0.7675 12 0.0035 18 NC 26 NC 26 504 min 0 10 -0.6963 18 -0.8351 9 0.0016 22 NC 9 NC 9 232 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 82 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 505 3 max 0.8502 9 -0.2905 21 0.753 12 0.0034 18 NC 26 NC 26 506 min 0 10 -0.6596 18 -0.8262 9 0.0015 22 NC 9 NC 9 507 4 max 0.8499 9 -0.2737 21 0.7384 12 0.0034 18 NC 26 NC 26 508 min 0 10 -0.6224 18 -0.8173 9 0.0015 22 NC 9 NC 9 509 5 max 0.8496 9 -0.2567 21 0.7239 12 0.0033 18 NC 26 NC 26 510 min 0 10 -0.5846 18 -0.8084 9 0.0015 21 NC 9 NC 9 511 M52 1 max 0.6998 12 -0.2472 21 0 26 0.0039 20 NC 26 NC 26 512 min -0.7676 9 -0.5618 18 -0.8105 9 0.0017 21 NC 9 NC 9 513 2 max 0.6999 12 -0.2598 21 0 26 0.0039 20 NC 26 NC 26 514 min -0.7673 9 -0.5887 18 -0.8016 9 0.0017 21 NC 9 NC 9 515 3 max 0.7001 12 -0.2721 21 0 26 0.0039 20 NC 26 NC 26 516 min -0.767 9 -0.615 18 -0.7928 9 0.0017 21 NC 9 NC 9 517 4 max 0.7002 12 -0.2841 21 0 26 0.004 18 NC 26 NC 26 518 min -0.7667 9 -0.6407 18 -0.7839 9 0.0017 21 NC 9 NC 9 519 5 max 0.7004 12 -0.2957 21 0 26 0.004 18 NC 26 NC 26 520 min -0.7665 9 -0.6659 18 -0.7839 12 0.0017 21 NC 9 NC 9 521 M53 1 max 0.0562 9 -0.1993 24 1.0972 9 -0.0045 24 NC 26 NC 26 522 min -1.2637 12 -0.395 15 0 12 -0.0091 15 NC 9 NC 9 523 2 max 0.0562 9 -0.2513 24 1.0365 9 -0.0047 24 5392.3792 24 NC 26 524 min -1.2637 12 -0.5278 15 0 12 -0.0094 15 1989.6126 18 NC 9 525 3 max 0.0562 9 -0.2775 24 0.9758 9 -0.0049 24 3842.0702 21 NC 26 526 min -1.2637 12 -0.5911 15 0 12 -0.0098 15 1417.599 15 NC 9 527 4 max 0.0562 9 -0.2691 24 0.9151 9 -0.0051 24 5392.3792 24 NC 26 528 min -1.2637 12 -0.5602 15 0 10 -0.0101 15 1989.6126 16 NC 9 529 5 max 0.0562 9 -0.235 24 0.8544 9 -0.0053 24 NC 26 NC 26 530 min -1.2637 12 -0.4599 15 0 10 -0.0105 15 NC 9 NC 9 531 M54 1 max 0.056 9 -0.248 24 1.2664 9 -0.0055 24 NC 26 NC 26 532 min -1.2641 12 -0.5218 15 -0.0928 12 -0.0115 15 NC 9 NC 9 533 2 max 0.0561 9 -0.3502 24 1.2478 9 -0.0054 24 2704.2676 26 NC 26 534 min -1.264 12 -0.7977 15 -0.0696 12 -0.0112 15 997.7868 18 NC 9 535 3 max 0.0561 9 -0.388 24 1.2292 9 -0.0053 24 1926.7906 26 NC 26 536 min -1.2639 12 -0.8991 15 -0.0464 12 -0.0109 15 710.9231 15 NC 9 537 4 max 0.0561 9 -0.3387 24 1.2106 9 -0.0052 24 2704.2676 26 NC 26 538 min -1.2639 12 -0.7643 15 -0.0233 12 -0.0106 15 997.7868 18 NC 9 539 5 max 0.0561 9 -0.225 24 1.192 9 -0.0051 24 NC 26 NC 26 540 min -1.2638 12 -0.4551 15 -0.0001 12 -0.0104 15 NC 9 NC 9 541 M55 1 max 0.056 9 -0.2654 21 1.0434 9 -0.0059 21 NC 26 NC 26 542 min -1.2641 12 -0.542 16 0 10 -0.0121 18 NC 9 NC 9 543 2 max 0.056 9 -0.321 21 1.0991 9 -0.0058 21 4205.5045 26 NC 26 544 min -1.2641 12 -0.6993 16 0 10 -0.012 18 1551.6944 15 NC 9 545 3 max 0.056 9 -0.3409 24 1.1549 9 -0.0057 26 2996.4219 26 NC 26 546 min -1.2641 12 -0.7597 15 -0.0004 18 -0.0118 16 1105.5823 16 NC 9 547 4 max 0.056 9 -0.3123 24 1.2107 9 -0.0056 24 4205.5045 26 NC 26 548 min -1.2641 12 -0.6892 15 -0.0466 12 -0.0117 15 1551.6944 16 NC 9 549 5 max 0.056 9 -0.248 24 1.2664 9 -0.0055 24 NC 26 NC 26 550 min -1.2641 12 -0.5218 15 -0.0928 12 -0.0115 15 NC 9 NC 9 551 M56 1 max 1.0785 12 0.2221 15 0 26 -0.0005 24 NC 26 NC 26 552 min 0 10 0.1322 24 -0.8541 9 -0.001 15 NC 9 NC 9 553 2 max 1.0785 12 0.0269 9 0 26 -0.0003 24 NC 26 NC 26 554 min 0 10 -0.0572 18 -0.8834 9 -0.0006 15 5856.6105 18 NC 9 555 3 max 1.0785 12 -0.0965 21 0 26 -0.0001 18 NC 26 NC 26 556 min 0 10 -0.3248 16 -0.9127 9 -0.0002 9 4172.835 16 NC 9 557 4 max 1.0785 12 -0.204 24 0 26 0.0003 18 NC 26 NC 26 558 min 0 10 -0.5771 16 -0.942 9 0.0001 22 5856.6105 16 NC 9 559 5 max 1.0785 12 -0.3076 24 0 12 0.0008 18 NC 26 NC 26 233 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 83 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 560 min 0 10 -0.8179 16 -0.9713 9 0.0003 22 NC 9 NC 9 561 M57 1 max 0.0673 9 -0.5016 24 1.192 9 -0.0055 24 NC 26 NC 26 562 min -1.3068 12 -1.0197 15 -0.0001 12 -0.0113 15 NC 9 NC 9 563 2 max 0.0673 9 -0.5507 24 1.1683 9 -0.0054 24 3797.0866 24 NC 26 564 min -1.3068 12 -1.1182 15 0 12 -0.011 15 1826.9013 16 NC 9 565 3 max 0.0673 9 -0.562 24 1.1446 9 -0.0052 24 2705.4242 26 NC 26 566 min -1.3068 12 -1.1385 15 0 12 -0.0106 15 1301.6672 15 NC 9 567 4 max 0.0673 9 -0.5223 24 1.1209 9 -0.0051 24 3797.0866 26 NC 26 568 min -1.3068 12 -1.0527 15 0 12 -0.0103 15 1826.9013 15 NC 9 569 5 max 0.0673 9 -0.445 24 1.0972 9 -0.0049 24 NC 26 NC 26 570 min -1.3068 12 -0.8885 15 0 12 -0.0099 15 NC 9 NC 9 571 M58 1 max 0.0561 9 -0.225 24 1.192 9 -0.0051 24 NC 26 NC 26 572 min -1.2638 12 -0.4551 15 -0.0001 12 -0.0104 15 NC 9 NC 9 573 2 max 0.0562 9 -0.2679 24 1.1683 9 -0.0049 24 4868.3971 26 NC 26 574 min -1.2638 12 -0.5736 15 0 12 -0.01 15 1796.2802 16 NC 9 575 3 max 0.0562 9 -0.2814 24 1.1446 9 -0.0048 24 3468.7329 26 NC 26 576 min -1.2637 12 -0.6125 15 0 12 -0.0097 15 1279.8497 18 NC 9 577 4 max 0.0562 9 -0.2551 24 1.1209 9 -0.0047 24 4868.3971 24 NC 26 578 min -1.2637 12 -0.5436 15 0 12 -0.0094 15 1796.2802 15 NC 9 579 5 max 0.0562 9 -0.1993 24 1.0972 9 -0.0045 24 NC 26 NC 26 580 min -1.2637 12 -0.395 15 0 12 -0.0091 15 NC 9 NC 9 581 M59 1 max 0.0448 9 -0.0034 24 1.192 9 -0.0032 24 NC 26 NC 26 582 min -1.2215 12 -0.0079 15 -0.0001 12 -0.0063 15 NC 9 2533.1867 9 583 2 max 0.0447 9 -0.0948 24 1.168 9 -0.0031 24 2623.6674 24 NC 26 584 min -1.2214 12 -0.1815 15 0 12 -0.006 15 1380.8199 15 3388.2398 9 585 3 max 0.0446 9 -0.1344 24 1.1443 9 -0.003 24 1829.1165 24 NC 26 586 min -1.2213 12 -0.2564 15 0 12 -0.0058 15 964.0141 15 5101.5213 9 587 4 max 0.0445 9 -0.0946 24 1.1207 9 -0.0029 24 2623.6546 24 NC 26 588 min -1.2212 12 -0.181 15 0 12 -0.0056 15 1380.8099 15 NC 9 589 5 max 0.0444 9 -0.003 26 1.0972 9 -0.0028 24 NC 26 NC 26 590 min -1.2211 12 -0.0069 18 0 12 -0.0054 15 NC 9 NC 9 591 M60 1 max 0.9604 12 -0.0022 21 0.0001 12 -0.0013 24 NC 26 NC 26 592 min 0 10 -0.0049 18 -1.1913 9 -0.0021 9 NC 9 NC 9 593 2 max 0.9605 12 -0.2373 24 0.0233 12 -0.0014 24 1241.9351 24 NC 26 594 min 0 10 -0.6027 16 -1.2101 9 -0.0023 9 488.4652 16 NC 9 595 3 max 0.9607 12 -0.3365 24 0.0464 12 -0.0016 24 873.463 24 NC 26 596 min 0 10 -0.8541 16 -1.2289 9 -0.0027 15 343.8977 16 NC 9 597 4 max 0.9608 12 -0.2413 24 0.0696 12 -0.0017 24 1221.4787 24 NC 26 598 min 0 10 -0.611 16 -1.2475 9 -0.0031 15 481.8955 16 NC 9 599 5 max 0.9609 12 -0.0023 26 0.0928 12 -0.0019 24 NC 26 NC 26 600 min 0 10 -0.0053 15 -1.2656 9 -0.0035 15 NC 9 NC 9 601 M61 1 max 0.9304 12 -0.0537 24 0.0001 12 -0.0015 24 NC 26 NC 26 602 min 0 10 -0.0896 9 -1.1913 9 -0.0025 9 NC 9 NC 9 603 2 max 0.9304 12 -0.1869 24 0.0233 12 -0.0016 24 2283.6923 24 NC 26 604 min 0 10 -0.3511 15 -1.2098 9 -0.0027 9 1154.7142 16 NC 9 605 3 max 0.9304 12 -0.2438 24 0.0464 12 -0.0018 24 1627.1308 26 NC 26 606 min 0 10 -0.4674 15 -1.2284 9 -0.0031 15 822.7338 18 NC 9 607 4 max 0.9304 12 -0.1976 24 0.0696 12 -0.0019 24 2283.6923 24 NC 26 608 min 0 10 -0.3796 15 -1.247 9 -0.0035 15 1154.7142 16 NC 9 609 5 max 0.9304 12 -0.0751 24 0.0928 12 -0.0021 24 NC 26 NC 26 610 min 0 10 -0.1411 15 -1.2656 9 -0.0038 15 NC 9 NC 9 611 M62 1 max 0.0295 9 0.2953 15 1.2662 9 -0.0008 24 NC 26 NC 26 612 min -1.1481 12 0.1485 24 -0.0928 12 -0.0015 15 NC 9 NC 9 613 2 max 0.0295 9 0.0572 9 1.2628 9 -0.0003 20 NC 26 NC 26 614 min -1.1481 12 0.0217 16 -0.0887 12 -0.0005 9 NC 9 NC 9 234 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 84 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 615 3 max 0.0295 9 -0.0799 24 1.2595 9 0.0009 20 NC 26 NC 26 616 min -1.1481 12 -0.2509 16 -0.0846 12 0.0002 21 NC 9 NC 9 617 4 max 0.0294 9 -0.1938 24 1.2561 9 0.0021 20 NC 26 NC 26 618 min -1.1481 12 -0.5229 15 -0.0804 12 0.0007 21 NC 9 NC 9 619 5 max 0.0294 9 -0.3076 24 1.2528 9 0.0033 20 NC 26 NC 26 620 min -1.1481 12 -0.7944 15 -0.0763 12 0.0012 21 NC 9 NC 9 621 M63 1 max 0.0295 9 -0.7634 21 1.0112 9 -0.0007 21 NC 26 NC 26 622 min -1.148 12 -1.5115 18 0 10 -0.0014 18 NC 9 NC 9 623 2 max 0.0295 9 -0.5319 21 1.0192 9 -0.0007 21 NC 26 NC 26 624 min -1.148 12 -1.0533 18 0 10 -0.0015 18 NC 9 NC 9 625 3 max 0.0296 9 -0.3004 21 1.0272 9 -0.0008 21 NC 26 NC 26 626 min -1.148 12 -0.5949 18 0 10 -0.0016 18 NC 9 NC 9 627 4 max 0.0296 9 -0.0688 21 1.0352 9 -0.0009 21 NC 26 NC 26 628 min -1.148 12 -0.1364 18 0 10 -0.0017 16 NC 9 NC 9 629 5 max 0.0296 9 0.3224 20 1.0432 9 -0.0009 24 NC 26 NC 26 630 min -1.148 12 0.1629 21 0 10 -0.0018 16 NC 9 NC 9 631 M64 1 max 0.0296 9 0.3224 20 1.0432 9 -0.0009 24 NC 26 NC 26 632 min -1.148 12 0.1629 21 0 10 -0.0018 16 NC 9 NC 9 633 2 max 0.0296 9 0.0912 14 1.0548 9 -0.0003 24 NC 26 NC 26 634 min -1.148 12 0.0546 24 0 10 -0.0005 9 NC 9 NC 9 635 3 max 0.0297 9 -0.0535 21 1.0665 9 0.0009 20 NC 26 NC 26 636 min -1.1479 12 -0.1446 18 0 10 0.0003 21 NC 9 NC 9 637 4 max 0.0298 9 -0.1614 21 1.0781 9 0.0022 20 NC 26 NC 26 638 min -1.1478 12 -0.3773 16 0 10 0.001 21 NC 9 NC 9 639 5 max 0.0298 9 -0.2692 21 1.0897 9 0.0035 20 NC 26 NC 26 640 min -1.1478 12 -0.6097 16 0 10 0.0016 21 NC 9 NC 9 641 M65 1 max 0.0006 9 -0.6627 21 1.0112 9 -0.0022 21 NC 26 NC 26 642 min -1.077 12 -1.3068 18 0 10 -0.0045 18 NC 9 NC 9 643 2 max 0.0006 9 -0.455 21 1.0192 9 -0.0015 21 NC 26 NC 26 644 min -1.077 12 -0.8986 18 0 10 -0.003 18 NC 9 NC 9 645 3 max 0.0006 9 -0.2472 21 1.0271 9 -0.0008 21 NC 26 NC 26 646 min -1.077 12 -0.4904 18 0 10 -0.0016 18 NC 9 NC 9 647 4 max 0.0006 9 -0.0393 21 1.0351 9 -0.0001 26 NC 26 NC 26 648 min -1.077 12 -0.0819 18 0 10 -0.0002 18 NC 9 NC 9 649 5 max 0.0006 9 0.3267 20 1.0431 9 0.0012 20 NC 26 NC 26 650 min -1.077 12 0.1686 24 0 10 0.0006 21 NC 9 NC 9 651 M66 1 max 0 26 -0.4579 21 1.0112 9 -0.0036 21 NC 26 NC 26 652 min -1.0074 12 -0.8984 18 0 10 -0.0071 18 NC 9 NC 9 653 2 max 0 26 -0.3204 21 1.0192 9 -0.0023 21 NC 26 NC 26 654 min -1.0074 12 -0.63 18 0 10 -0.0046 18 NC 9 NC 9 655 3 max 0 26 -0.1829 21 1.0271 9 -0.001 21 NC 26 NC 26 656 min -1.0074 12 -0.3614 18 0 10 -0.0021 18 NC 9 NC 9 657 4 max 0 26 -0.0454 21 1.035 9 0.0004 15 NC 26 NC 26 658 min -1.0074 12 -0.0928 18 0 10 0.0002 24 NC 9 NC 9 659 5 max 0 26 0.176 15 1.0429 9 0.0029 20 NC 26 NC 26 660 min -1.0074 12 0.0922 24 0 10 0.0015 24 NC 9 NC 9 661 M67 1 max 0.0561 9 -0.6962 21 1.0112 9 0.0028 18 NC 26 NC 26 662 min -1.2641 12 -1.3961 18 0 10 0.0015 21 NC 9 NC 9 663 2 max 0.056 9 -0.5886 21 1.0193 9 -0.0004 24 NC 26 NC 26 664 min -1.2641 12 -1.1827 18 0 10 -0.0009 15 NC 9 NC 9 665 3 max 0.056 9 -0.4809 21 1.0273 9 -0.0022 24 NC 26 NC 26 666 min -1.2641 12 -0.9692 18 0 10 -0.0047 15 NC 9 NC 9 667 4 max 0.056 9 -0.3731 21 1.0353 9 -0.0041 21 NC 26 NC 26 668 min -1.2641 12 -0.7557 18 0 10 -0.0084 16 NC 9 NC 9 669 5 max 0.056 9 -0.2654 21 1.0434 9 -0.0059 21 NC 26 NC 26 235 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 85 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 670 min -1.2641 12 -0.542 16 0 10 -0.0121 18 NC 9 NC 9 671 M68 1 max 0.0298 9 -0.2952 26 1.1986 9 0.0036 15 NC 26 NC 26 672 min -1.1478 12 -0.6731 18 -0.0571 12 0.0016 24 NC 9 NC 9 673 2 max 0.0298 9 -0.1848 26 1.2155 9 0.0023 20 NC 26 NC 26 674 min -1.1478 12 -0.4328 18 -0.0661 12 0.001 21 NC 9 NC 9 675 3 max 0.0297 9 -0.0741 21 1.2324 9 0.0011 18 NC 26 NC 26 676 min -1.1479 12 -0.1914 18 -0.075 12 0.0004 21 NC 9 NC 9 677 4 max 0.0296 9 0.062 9 1.2493 9 -0.0002 18 NC 26 NC 26 678 min -1.148 12 0.037 24 -0.0839 12 -0.0003 9 NC 9 NC 9 679 5 max 0.0295 9 0.2953 15 1.2662 9 -0.0008 24 NC 26 NC 26 680 min -1.1481 12 0.1485 24 -0.0928 12 -0.0015 15 NC 9 NC 9 681 M69 1 max 0 26 -0.2502 21 1.1986 9 -0.0021 26 NC 26 NC 26 682 min -1.0075 12 -0.5705 18 -0.0572 12 -0.0047 15 NC 9 NC 9 683 2 max 0 26 -0.1684 21 1.2154 9 -0.0012 26 NC 26 NC 26 684 min -1.0075 12 -0.3927 18 -0.0661 12 -0.0029 18 NC 9 NC 9 685 3 max 0 26 -0.0864 21 1.2322 9 -0.0004 21 NC 26 NC 26 686 min -1.0074 12 -0.2142 18 -0.075 12 -0.0011 18 NC 9 NC 9 687 4 max 0 26 -0.0039 21 1.249 9 0.0008 9 NC 26 NC 26 688 min -1.0073 12 -0.0346 18 -0.0839 12 0.0005 24 NC 9 NC 9 689 5 max 0 26 0.146 15 1.2658 9 0.0026 15 NC 26 NC 26 690 min -1.0073 12 0.0786 24 -0.0928 12 0.0014 24 NC 9 NC 9 691 M70 1 max 0.0562 9 -0.235 24 0.8544 9 -0.0053 24 NC 26 NC 26 692 min -1.2637 12 -0.4599 15 0 10 -0.0105 15 NC 9 NC 9 693 2 max 0.0562 9 -0.3407 24 0.8449 9 -0.0036 24 NC 26 NC 26 694 min -1.2637 12 -0.6667 15 0 10 -0.007 15 NC 9 NC 9 695 3 max 0.0562 9 -0.4465 24 0.8354 9 -0.0018 26 NC 26 NC 26 696 min -1.2637 12 -0.8734 15 0 10 -0.0035 15 NC 9 NC 9 697 4 max 0.0562 9 -0.5522 24 0.8259 9 0 26 NC 26 NC 26 698 min -1.2637 12 -1.08 15 0 10 -0.0001 18 NC 9 NC 9 699 5 max 0.0562 9 -0.6578 24 0.8164 9 0.0034 15 NC 26 NC 26 700 min -1.2637 12 -1.2865 15 0 10 0.0017 24 NC 9 NC 9 701 M71 1 max 0.0215 9 0.2373 15 0.8542 9 -0.0007 24 NC 26 NC 26 702 min -1.1518 12 0.1331 24 0 10 -0.0012 9 NC 9 NC 9 703 2 max 0.0215 9 -0.0873 24 0.8448 9 -0.0007 24 NC 26 NC 26 704 min -1.1518 12 -0.1884 16 0 10 -0.0011 9 NC 9 NC 9 705 3 max 0.0215 9 -0.3077 24 0.8353 9 -0.0006 24 NC 26 NC 26 706 min -1.1518 12 -0.6139 15 0 10 -0.001 15 NC 9 NC 9 707 4 max 0.0215 9 -0.5279 24 0.8259 9 -0.0006 24 NC 26 NC 26 708 min -1.1518 12 -1.0393 15 0 10 -0.001 15 NC 9 NC 9 709 5 max 0.0215 9 -0.7482 24 0.8164 9 -0.0005 24 NC 26 NC 26 710 min -1.1518 12 -1.4645 15 0 10 -0.0011 15 NC 9 NC 9 711 M72 1 max 0 26 0.2221 15 0.8541 9 0.001 15 NC 26 NC 26 712 min -1.0785 12 0.1322 24 0 10 0.0005 24 NC 9 NC 9 713 2 max 0 26 -0.0645 24 0.8447 9 -0.0002 24 NC 26 NC 26 714 min -1.0785 12 -0.1533 16 0 10 -0.0003 16 NC 9 NC 9 715 3 max 0 26 -0.2612 24 0.8352 9 -0.0008 24 NC 26 NC 26 716 min -1.0785 12 -0.5284 15 0 10 -0.0016 15 NC 9 NC 9 717 4 max 0 26 -0.4578 24 0.8258 9 -0.0015 24 NC 26 NC 26 718 min -1.0785 12 -0.9035 15 0 10 -0.003 15 NC 9 NC 9 719 5 max 0 26 -0.6544 24 0.8164 9 -0.0022 24 NC 26 NC 26 720 min -1.0785 12 -1.2784 15 0 10 -0.0043 15 NC 9 NC 9 721 M73 1 max 0 26 0.1183 9 0.8539 9 0.002 9 NC 26 NC 26 722 min -1.0063 12 0.0708 24 0 10 0.0012 24 NC 9 NC 9 723 2 max 0 26 -0.0598 24 0.8445 9 0 21 NC 26 NC 26 724 min -1.0063 12 -0.1327 16 0 10 -0.0003 16 NC 9 NC 9 236 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 86 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 725 3 max 0 26 -0.1904 24 0.8352 9 -0.0012 24 NC 26 NC 26 726 min -1.0063 12 -0.3803 15 0 10 -0.0026 15 NC 9 NC 9 727 4 max 0 26 -0.321 24 0.8258 9 -0.0024 24 NC 26 NC 26 728 min -1.0063 12 -0.6277 15 0 10 -0.0049 15 NC 9 NC 9 729 5 max 0 26 -0.4515 24 0.8164 9 -0.0036 24 NC 26 NC 26 730 min -1.0063 12 -0.875 15 0 10 -0.0071 15 NC 9 NC 9 731 M74 1 max 0 26 0.176 15 1.0429 9 0.0029 20 NC 26 NC 26 732 min -1.0074 12 0.0922 24 0 10 0.0015 24 NC 9 NC 9 733 2 max 0 26 0.0212 9 1.0546 9 0.0011 15 NC 26 NC 26 734 min -1.0075 12 0.004 18 0 10 0.0006 24 NC 9 NC 9 735 3 max 0 26 -0.0667 21 1.0663 9 -0.0003 21 NC 26 NC 26 736 min -1.0075 12 -0.1676 18 0 10 -0.0008 16 NC 9 NC 9 737 4 max 0 26 -0.1459 21 1.078 9 -0.0012 21 NC 26 NC 26 738 min -1.0075 12 -0.3389 18 0 10 -0.0027 16 NC 9 NC 9 739 5 max 0 26 -0.225 21 1.0897 9 -0.002 21 NC 26 NC 26 740 min -1.0076 12 -0.5097 18 0 10 -0.0045 16 NC 9 NC 9 741 M75 1 max 0.046 9 -0.7567 21 1.0112 9 0.0013 18 NC 26 NC 26 742 min -1.2203 12 -1.5073 18 0 10 0.0007 21 NC 9 NC 9 743 2 max 0.046 9 -0.5683 21 1.0193 9 -0.0004 24 NC 26 NC 26 744 min -1.2204 12 -1.1322 18 0 10 -0.001 15 NC 9 NC 9 745 3 max 0.046 9 -0.3798 21 1.0273 9 -0.0016 24 NC 26 NC 26 746 min -1.2204 12 -0.757 18 0 10 -0.0033 15 NC 9 NC 9 747 4 max 0.0459 9 -0.1913 21 1.0353 9 -0.0028 21 NC 26 NC 26 748 min -1.2204 12 -0.3816 18 0 10 -0.0057 16 NC 9 NC 9 749 5 max 0.0459 9 -0.0028 26 1.0434 9 -0.004 21 NC 26 NC 26 750 min -1.2204 12 -0.0061 15 0 10 -0.008 16 NC 9 NC 9 751 M76 1 max 0 26 -0.2594 21 1.0112 9 -0.0042 21 NC 26 NC 26 752 min -0.9606 12 -0.5047 18 0 10 -0.0084 18 NC 9 NC 9 753 2 max 0 26 -0.1951 21 1.0191 9 -0.0026 21 NC 26 NC 26 754 min -0.9606 12 -0.3796 18 0 10 -0.0052 18 NC 9 NC 9 755 3 max 0 26 -0.1307 21 1.027 9 -0.001 21 NC 26 NC 26 756 min -0.9606 12 -0.2544 18 0 10 -0.0021 18 NC 9 NC 9 757 4 max 0 26 -0.0662 21 1.0349 9 0.0011 15 NC 26 NC 26 758 min -0.9606 12 -0.1291 18 0 10 0.0006 24 NC 9 NC 9 759 5 max 0 26 -0.0018 21 1.0428 9 0.0042 15 NC 26 NC 26 760 min -0.9606 12 -0.0038 16 0 10 0.0022 24 NC 9 NC 9 761 M77 1 max 0.0441 9 -0.0025 21 0.8544 9 -0.0034 24 NC 26 NC 26 762 min -1.2206 12 -0.0057 15 0 10 -0.0065 15 NC 9 NC 9 763 2 max 0.0441 9 -0.1842 24 0.8449 9 -0.0023 24 NC 26 NC 26 764 min -1.2206 12 -0.3612 15 0 10 -0.0044 15 NC 9 NC 9 765 3 max 0.0441 9 -0.366 24 0.8354 9 -0.0012 24 NC 26 NC 26 766 min -1.2206 12 -0.7167 15 0 10 -0.0023 15 NC 9 NC 9 767 4 max 0.0441 9 -0.5476 24 0.8259 9 -0.0001 26 NC 26 NC 26 768 min -1.2206 12 -1.072 15 0 10 -0.0002 12 NC 9 NC 9 769 5 max 0.0441 9 -0.7292 24 0.8164 9 0.0019 15 NC 26 NC 26 770 min -1.2206 12 -1.4272 15 0 10 0.0009 24 NC 9 NC 9 771 M78 1 max 0 26 -0.0016 24 0.8538 9 0.0029 9 NC 26 NC 26 772 min -0.9595 12 -0.0036 15 0 10 0.0017 24 NC 9 NC 9 773 2 max 0 26 -0.0643 24 0.8445 9 0.0004 9 NC 26 NC 26 774 min -0.9595 12 -0.1225 15 0 10 0 18 NC 9 NC 9 775 3 max 0 26 -0.127 24 0.8351 9 -0.0013 24 NC 26 NC 26 776 min -0.9595 12 -0.2414 15 0 10 -0.0028 16 NC 9 NC 9 777 4 max 0 26 -0.1897 24 0.8258 9 -0.0028 24 NC 26 NC 26 778 min -0.9596 12 -0.3602 15 0 10 -0.0056 15 NC 9 NC 9 779 5 max 0 26 -0.2523 24 0.8164 9 -0.0042 24 NC 26 NC 26 237 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 87 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 780 min -0.9596 12 -0.4788 15 0 10 -0.0084 15 NC 9 NC 9 Envelope Member Section Deflections - Strength No Data to Print... Envelope Beam Deflections Member Label Span Location [ft] y' [in] (n) L'/y' Ratio LC 1 M42 1 max 9.375 -0.0011 NC 21 2 1 min 0 0 NC 9 3 M43 1 max 9.375 -0.0011 NC 24 4 1 min 0 0 NC 9 5 M44 1 max 0.625 -0.0011 NC 26 6 1 min 0 0 NC 9 7 M48 1 max 3.4375 -0.001 NC 12 8 1 min 0 0 NC 9 9 M49 1 max 3.4821 -0.001 NC 9 10 1 min 0 0 NC 9 11 M50 1 max 1.824 -0.001 NC 20 12 1 min 0 0 NC 9 13 M51 1 max 1.822 -0.001 NC 12 14 1 min 0 0 NC 9 15 M52 1 max 1.822 -0.001 NC 18 16 1 min 0 0 NC 9 17 M62 1 max 3.0671 -0.001 NC 20 18 1 min 0 0 NC 9 19 M63 1 max 3 0 NC 26 20 1 min 0 0 NC 9 21 M64 1 max 4 0 NC 26 22 1 min 0 0 NC 9 23 M65 1 max 3 0 NC 26 24 1 min 0 0 NC 9 25 M66 1 max 3 0 NC 26 26 1 min 0 0 NC 9 27 M67 1 max 3 0 NC 26 28 1 min 0 0 NC 9 29 M68 1 max 4.2708 -0.001 NC 18 30 1 min 0 0 NC 9 31 M69 1 max 3.0208 -0.001 NC 14 32 1 min 0 0 NC 9 33 M70 1 max 3 0 NC 26 34 1 min 0 0 NC 9 35 M71 1 max 3 0 NC 26 36 1 min 0 0 NC 9 37 M72 1 max 3 0 NC 26 38 1 min 0 0 NC 9 39 M73 1 max 3 0 NC 26 40 1 min 0 0 NC 9 41 M74 1 max 4 0 NC 26 42 1 min 0 0 NC 9 43 M75 1 max 3 0 NC 26 44 1 min 0 0 NC 9 45 M76 1 max 3 0 NC 26 46 1 min 0 0 NC 9 47 M77 1 max 3 0 NC 26 238 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 88 Envelope Beam Deflections (Continued) Member Label Span Location [ft] y' [in] (n) L'/y' Ratio LC 48 1 min 0 0 NC 9 49 M78 1 max 3 0 NC 26 50 1 min 0 0 NC 9 Envelope Beam Deflection Checks No Data to Print... Envelope AISC 15TH (360-16): ASD Member Steel Code Checks Member Shape Code Check Loc[ft]LCShear Check Loc[ft]DirLCPnc/om [k]Pnt/om [k]Mnyy/om [k-ft]Mnzz/om [k-ft]Cb Eqn 1 M1 HSS10X10X10 0.4011 0 12 0.04 15 z 12 533.8281 628.7425 182.6347 182.6347 1.6667 H1-1b 2 M2 HSS10X10X10 0.3303 0 9 0.034 15 z 12 533.8281 628.7425 182.6347 182.6347 1.6667 H1-1b 3 M3 HSS10X10X10 0.4047 0 12 0.0399 15 z 12 533.8281 628.7425 182.6347 182.6347 1.6667 H1-1b 4 M4 HSS10X10X10 0.3984 0 9 0.034 15 z 12 533.8281 628.7425 182.6347 182.6347 1.6667 H1-1b 5 M5 HSS10X10X10 0.3749 0 12 0.0391 15 z 12 533.8281 628.7425 182.6347 182.6347 1 H1-1b 6 M6 HSS10X10X10 0.3462 0 9 0.0338 15 z 12 533.8281 628.7425 182.6347 182.6347 1.6667 H1-1b 7 M7 HSS10X10X10 0.3727 0 12 0.0394 15 z 12 533.8281 628.7425 182.6347 182.6347 1 H1-1b 8 M8 HSS10X10X10 0.2916 0 12 0.0338 15 z 12 533.8281 628.7425 182.6347 182.6347 1 H1-1b 9 M9 HSS10X10X6 0.2034 16.187515 0.0506 0 y 18 291.779 395.2096 117.7645 117.7645 1.0669 H1-1b 10 M10 HSS10X10X6 0.322 14.192515 0.0687 0 y 15 262.9963 395.2096 117.7645 117.7645 1.1844 H1-1b 11 M11 HSS10X10X6 0.2096 10.067715 0.0468 19.33 y 15 305.618 395.2096 117.7645 117.7645 1.2524 H1-1b 12 M12 HSS10X10X6 0.3719 8.2925 18 0.0628 8.2925 y 15 185.3815 395.2096 117.7645 117.7645 1.7899 H1-1b 13 M13 HSS10X10X6 0.2199 9.2623 18 0.0517 0 y 15 305.618 395.2096 117.7645 117.7645 1.2678 H1-1b 14 M14 HSS10X10X6 0.189 10 18 0.0332 20 y 20 300.127 395.2096 117.7645 117.7645 1.2477 H1-1b 15 M15 HSS10X10X6 0.1943 7.4375 15 0.0528 21 y 18 291.779 395.2096 117.7645 117.7645 1.0522 H1-1b 16 M16 HSS10X10X6 0.3861 24.877515 0.0659 24.8775 y 18 185.3815 395.2096 117.7645 117.7645 1.6359 H1-1b 17 M17 HSS10X10X6 0.3873 8.638 18 0.0665 8.2925 y 20 185.3815 395.2096 117.7645 117.7645 1.6782 H1-1b 18 M18 HSS10X10X6 0.3785 8.638 18 0.0575 8.2925 y 18 185.3815 395.2096 117.7645 117.7645 1.9395 H1-1b 19 M19 HSS10X2X4 0.051 4.665 18 0.0654 9.33 y 15 44.0069 156.8862 8.359 35.9281 1.1364 H1-1b 20 M20 HSS10X2X4 0.0117 2.165 15 0.1285 4.33 y 15 116.6579 156.8862 8.359 35.9281 1.1364 H1-1b 21 M21 HSS10X6X6 0.0787 3.75 15 0.0168 3.75 z 9 241.256 311.3772 59.1317 84.3313 1.145 H1-1b 22 M22 HSS10X2X4 0.0602 4.665 18 0.0526 9.33 y 15 44.0069 156.8862 8.359 35.9281 1.1364 H1-1b 23 M23 HSS10X2X4 0.0126 2.165 18 0.0394 4.33 y 15 116.6579 156.8862 8.359 35.9281 1.1364 H1-1b 24 M24 HSS10X2X4 0.0111 2 18 0.0446 4 y 20 120.2677 156.8862 8.359 35.9281 1.1364 H1-1b 25 M25 HSS10X10X10 0.3812 0 9 0.039 15 z 12 533.8281 628.7425 182.6347 182.6347 1.6667 H1-1b 26 M26 HSS10X10X10 0.3757 0 9 0.0339 15 z 12 533.8281 628.7425 182.6347 182.6347 1.6667 H1-1b 27 M27 HSS10X10X6 0.4108 8.638 18 0.0684 8.2925 y 18 185.3815 395.2096 117.7645 117.7645 1.8853 H1-1b 28 M28 HSS10X6X6 0.1429 12.165 15 0.026 24.33 y 15 108.9739 311.3772 59.1317 84.3313 1.1364 H1-1b 29 M29 HSS10X6X6 0.0907 19.306115 0.0248 19.5387 y 15 128.7032 311.3772 59.1317 84.3313 1.817 H1-1b 30 M30 HSS10X6X6 0.0937 3 15 0.0251 3 y 18 111.9913 311.3772 59.1317 84.3313 1.6659 H1-1b 31 M31 HSS10X6X6 0.0939 3.0239 18 0.0251 2.7912 y 18 128.7032 311.3772 59.1317 84.3313 2.04 H1-1b 32 M32 HSS10X6X6 0.085 10 18 0.0186 20 y 20 153.2797 311.3772 59.1317 84.3313 1.1364 H1-1b 33 M33 HSS10X6X6 0.0936 21 18 0.0254 21 y 15 111.9913 311.3772 59.1317 84.3313 1.8244 H1-1b 34 M34 HSS10X6X6 0.1502 12.784318 0.0225 0 y 15 58.6295 311.3772 59.1317 84.3313 1.1687 H1-1b 35 M35 HSS10X6X6 0.1584 20.385718 0.0217 33.17 y 15 58.6295 311.3772 59.1317 84.3313 1.1639 H1-1b 36 M36 HSS10X6X6 0.2139 10.609318 0.0357 21.67 y 20 135.4989 311.3772 59.1317 84.3313 1.1459 H1-1b 37 M37 HSS10X6X6 0.195 11.9636 18 0.0276 21.67 y 20 135.4989 311.3772 59.1317 84.3313 1.1366 H1-1b 38 M38 HSS10X6X6 0.138 17.606918 0.0259 21.67 y 20 135.4989 311.3772 59.1317 84.3313 1.3044 H1-1b 39 M39 HSS10X6X6 0.2214 11.7379 18 0.0349 21.67 y 20 135.4989 311.3772 59.1317 84.3313 1.1505 H1-1b 40 M40 HSS10X6X6 0.0238 5 18 0.0121 10 y 15 260.8173 311.3772 59.1317 84.3313 1.1364 H1-1b 41 M41 HSS10X6X6 0.0236 5 18 0.104 10 y 15 260.8173 311.3772 59.1317 84.3313 1.1364 H1-1b 42 M42 HSS10X6X6 0.0234 5 18 0.1086 10 y 15 260.8173 311.3772 59.1317 84.3313 1.1364 H1-1b 43 M43 HSS10X6X6 0.0233 5 18 0.0668 10 y 9 260.8173 311.3772 59.1317 84.3313 1.1364 H1-1b 44 M44 HSS10X6X6 0.0234 5 18 0.0617 10 y 9 260.8173 311.3772 59.1317 84.3313 1.1364 H1-1b 45 M45 HSS10X6X6 0.2299 9.7064 15 0.0806 0 y 15 135.4989 311.3772 59.1317 84.3313 1.0891 H1-1b 239 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 89 Envelope AISC 15TH (360-16): ASD Member Steel Code Checks (Continued) Member Shape Code Check Loc[ft]LCShear Check Loc[ft]DirLCPnc/om [k]Pnt/om [k]Mnyy/om [k-ft]Mnzz/om [k-ft]Cb Eqn 46 M46 HSS10X6X6 0.2197 9.7064 15 0.0713 0 y 20 135.4989 311.3772 59.1317 84.3313 1.0863 H1-1b 47 M47 HSS10X6X6 0.1465 8.25 15 0.0213 12 y 15 241.256 311.3772 59.1317 84.3313 1.0786 H1-1b 48 M48 HSS10X2X4 0.0169 2.5 18 0.0393 5 y 15 107.7371 156.8862 8.359 35.9281 1.1364 H1-1b 49 M49 HSS10X2X4 0.0221 5.3061 9 0.0156 5.3061 y 20 102.7465 156.8862 8.359 35.9281 1.1364H1-1b* 50 M50 HSS10X2X4 0.0145 5.3061 9 0.0142 5.3061 y 15 102.7465 156.8862 8.359 35.9281 1.1364H1-1b* 51 M51 HSS10X2X4 0.0205 5.3005 9 0.0061 5.3005 y 18 102.8392 156.8862 8.359 35.9281 1.1364H1-1b* 52 M52 HSS10X2X4 0.0135 5.3005 9 0.0042 5.3005 y 18 102.8392 156.8862 8.359 35.9281 1.1364H1-1b* 53 M53 HSS10X6X6 0.0917 9.665 18 0.028 19.33 y 15 160.6061 311.3772 59.1317 84.3313 1.1364 H1-1b 54 M54 HSS10X6X6 0.1455 12.165 18 0.0272 24.33 y 15 108.9739 311.3772 59.1317 84.3313 1.1364 H1-1b 55 M55 HSS10X6X6 0.1083 10.5 18 0.0208 21 y 18 142.5394 311.3772 59.1317 84.3313 1.1364 H1-1b 56 M56 HSS10X2X4 0.0581 4.665 15 0.0269 9.33 y 15 44.0069 156.8862 8.359 35.9281 1.1364 H1-1b 57 M57 HSS10X6X6 0.0966 10 15 0.0276 20 y 18 153.2797 311.3772 59.1317 84.3313 1.1364 H1-1b 58 M58 HSS10X6X6 0.0983 10 18 0.027 20 y 18 153.2797 311.3772 59.1317 84.3313 1.1364 H1-1b 59 M59 HSS10X10X6 0.1521 10 15 0.0346 20 y 15 300.127 395.2096 117.7645 117.7645 1.2222 H1-1b 60 M60 HSS10X10X6 0.3349 10.137515 0.07 24.33 y 20 262.9963 395.2096 117.7645 117.7645 1.2027 H1-1b 61 M61 HSS10X6X6 0.1256 12.165 15 0.0273 24.33 y 15 108.9739 311.3772 59.1317 84.3313 1.1364 H1-1b 62 M62 HSS10X2X4 0.0132 2.165 15 0.0917 4.33 y 20 116.6579 156.8862 8.359 35.9281 1.1364 H1-1b 63 M63 HSS10X2X4 0.0066 1.5 15 0.0141 3 y 9 129.8895 156.8862 8.359 35.9281 1.1364 H1-1b 64 M64 HSS10X2X4 0.0125 2 15 0.1082 4 y 20 120.2677 156.8862 8.359 35.9281 1.1364 H1-1b 65 M65 HSS10X2X4 0.0061 1.5 18 0.1524 3 y 18 129.8895 156.8862 8.359 35.9281 1.1364 H1-1b 66 M66 HSS10X2X4 0.0753 1.75 15 0.2652 3 y 18 129.8895 156.8862 8.359 35.9281 1.1364 H3-6 67 M67 HSS10X2X4 0.1595 1.875 18 0.393 3 y 18 129.8895 156.8862 8.359 35.9281 1.1364 H3-6 68 M68 HSS10X2X4 0.0195 2.5 15 0.0858 5 y 15 107.7371 156.8862 8.359 35.9281 1.1364 H1-1b 69 M69 HSS10X2X4 0.0159 2.5 15 0.1194 5 y 15 107.7371 156.8862 8.359 35.9281 1.1364 H1-1b 70 M70 HSS10X2X4 0.1382 1.8438 18 0.3655 3 y 15 129.8895 156.8862 8.359 35.9281 1.1364 H3-6 71 M71 HSS10X2X4 0.0062 1.5 18 0.0092 3 y 12 129.8895 156.8862 8.359 35.9281 1.1364 H1-1b 72 M72 HSS10X2X4 0.006 1.5 18 0.1432 3 y 15 129.8895 156.8862 8.359 35.9281 1.1364 H1-1b 73 M73 HSS10X2X4 0.062 1.7188 15 0.2396 3 y 15 129.8895 156.8862 8.359 35.9281 1.1364 H3-6 74 M74 HSS10X2X4 0.0104 2 15 0.1503 4 y 20 120.2677 156.8862 8.359 35.9281 1.1364 H1-1b 75 M75 HSS10X2X4 0.0671 1.7188 18 0.2478 3 y 18 129.8895 156.8862 8.359 35.9281 1.1364 H3-6 76 M76 HSS10X2X4 0.1145 1.8125 18 0.3316 3 y 18 129.8895 156.8862 8.359 35.9281 1.1364 H3-6 77 M77 HSS10X2X4 0.0545 1.7188 15 0.2226 3 y 15 129.8895 156.8862 8.359 35.9281 1.1364 H3-6 78 M78 HSS10X2X4 0.0936 1.7812 18 0.2985 3 y 15 129.8895 156.8862 8.359 35.9281 1.1364 H3-6 Envelope AISI S100-16: ASD Member Cold Formed Steel Code Checks No Data to Print... Envelope AWC NDS-18: ASD Member Wood Code Checks No Data to Print... Envelope Concrete Beam Design Results No Data to Print... Envelope Concrete Column Design Results No Data to Print... Envelope AA ADM1-15: ASD - BUILDING Member Aluminum Code Checks No Data to Print... 240 Company Designer Job Number Model Name : : : : <Licensed Company> acarver Checked By : __________ RISA-3D Version 19 [ PATIO COVER 10 cols.r3d ]Page 90 Envelope AISC 14TH (360-10): ASD Member Stainless Steel Code Checks No Data to Print... Envelope Plate Principal Stresses No Data to Print... Envelope Plate Forces (per ft) No Data to Print... Envelope Plate/Shell Corner Forces No Data to Print... Envelope Solid Stresses No Data to Print... Envelope Solid Principal Stresses No Data to Print... Envelope Solid Corner Forces No Data to Print... Envelope Wall Panel Forces No Data to Print... Frequencies and Participation No Data to Print... 241 <Licensed Company> acarver Title SK - 1 Oct 19, 2021 at 1:58 PM PATIO COVER 10 cols.r3d R3D_N1 R3D_N2 R3D_N3 R3D_N4 R3D_N5 R3D_N6 R3D_N7 R3D_N8 R3D_N26 R3D_N27 11.865k 14.022k 16.431k 13.107k 10.971k 7.853k 8.916k 8.645k 15.882k 10.334k XZ Footing Sets Footing 1 Loads: DL - Dead Load 242 <Licensed Company> acarver Title SK - 2 Oct 19, 2021 at 1:58 PM PATIO COVER 10 cols.r3d R3D_N1 R3D_N2 R3D_N3 R3D_N4 R3D_N5 R3D_N6 R3D_N7 R3D_N8 R3D_N26 R3D_N27 5.356k 7.105k 8.98k 5.43k 5.217k 3.18k 3.991k 2.926k 8.212k 4.689k XZ Footing Sets Footing 1 Loads: LL - Live Load 243 <Licensed Company> acarver Title SK - 3 Oct 19, 2021 at 1:59 PM PATIO COVER 10 cols.r3d R3D_N1 R3D_N2 R3D_N3 R3D_N4 R3D_N5 R3D_N6 R3D_N7 R3D_N8 R3D_N26 R3D_N27 4.302k -0.216k -3.235k-ft-0.876k-ft-64.523k-ft 5.502k -0.217k -3.253k-ft-0.847k-ft -82.523k-ft 6.333k -0.223k -3.347k-ft-0.628k-ft -94.991k-ft 5.221k -0.225k -3.372k-ft-0.619k-ft -78.31k-ft 6.329k 0.222k3.324k-ft-0.916k-ft -94.932k-ft 4.298k 0.218k3.266k-ft-0.961k-ft-64.477k-ft 5.498k 0.218k3.275k-ft-0.954k-ft -82.477k-ft 5.218k 0.222k3.337k-ft-0.908k-ft -78.267k-ft 5.952k -0.219k -3.286k-ft-0.822k-ft -89.276k-ft 5.948k 0.219k3.292k-ft-0.947k-ft -89.224k-ft XZ Footing Sets Footing 1 Loads: ELX - Earthquake Load X 244 <Licensed Company> acarver Title SK - 4 Oct 19, 2021 at 1:59 PM PATIO COVER 10 cols.r3d R3D_N1 R3D_N2 R3D_N3 R3D_N4 R3D_N5 R3D_N6 R3D_N7 R3D_N8 R3D_N26 R3D_N27 6.096k91.441k-ft 2.895k-ft 6.099k91.483k-ft 2.83k-ft -0.449k 6.1k91.498k-ft 3.001k-ft6.731k-ft 0.449k 6.095k91.427k-ft 3.026k-ft-6.731k-ft -0.449k 4.825k72.376k-ft 2.917k-ft6.731k-ft 4.818k72.271k-ft 2.867k-ft 4.82k72.303k-ft 2.873k-ft 0.449k 4.823k72.352k-ft 2.919k-ft-6.731k-ft 6.101k91.511k-ft 2.82k-ft 4.823k72.339k-ft 2.884k-ft XZ Footing Sets Footing 1 Loads: ELZ - Earthquake Load Z 245 Company : <Licensed Company>Oct 19, 2021 2:01 PMDesigner : acarver Job Number :Checked By:_____ Model Name : Title (Global) Model Settings Display Sections for Member Calcs Max Internal Sections for Member Calcs Mesh Size (in) Max Iterations Merge Tolerance (in) Solver Coefficient of Friction 5 100 12 10 0.12 Sparse Accelerated 0.3 No. of Shear Regions Shear Region Spacing Increment (in) Min 1 Bar Dia Spacing for Beams? Optimize footings for OTM / Sliding? Parme Beta Factor Pile Safety Factor Concrete Stress Block Concrete Rebar Set Concrete Code HR Steel Pile Code Wood Pile Code 4 4 No Yes 0.65 3 0 Rectangular ASTM A615 ACI 318-19 AISC 15th (360-16): ASD AWC NDS-18: ASD Concrete Properties Label E [ksi] G [ksi] Nu Therm (/1E...Density[k/ft... f'c[ksi] Lambda Flex Steel[... Shear Stee... 1 Conc3000NW 3156 1372 0.15 0.6 0.145 3 1 60 60 2 Conc3500NW 3409 1482 0.15 0.6 0.145 3.5 1 60 60 3 Conc4000NW 3644 1584 0.15 0.6 0.145 4 1 60 60 4 Conc3000LW 2085 907 0.15 0.6 0.11 3 0.75 60 60 5 Conc3500LW 2252 979 0.15 0.6 0.11 3.5 0.75 60 60 6 Conc4000LW 2408 1047 0.15 0.6 0.11 4 0.75 60 60 General Design Parameters Label Max Bending Chk Max Shear Chk Top Cover[in] Bottom Cover[in] 1 Typical 1 1 1.5 1.5 Beam Rebar Parameters Label Optimize Rebar Min Flex Bar Max Flex Bar Shear Bar Legs per Stirr... Side Cover[in] Top/Bottom B...Shear Bar Sp... 1 Typical Optimize #6 #10 #4 2 1.5 2 12 Slab Rebar Parameters Label Top BarBottom ...Max Top Ba...Min Top Bar...Max Bot Bar...Min Bot Bar ...Spacing I... Side Cover[in] Rebar Options 1 Typical #3 #8 18 3 18 3 1 0 Optimize Footing/Pile Cap Rebar Parameters Label Top Bar Bottom Bar 1 Typical #6 #6 Pedestal/Pile Rebar Parameters Label Longitudinal Bar Shear Tie Bar Cover[in] 1 Typical #6 #4 1.5 RISAFoundation Version 13.0.4 Page 1 [S:\scseprojects\2021\21-014\CALCS\PATIO COVER 10 cols.r3d] 246 Company : <Licensed Company>Oct 19, 2021 2:01 PMDesigner : acarver Job Number :Checked By:_____ Model Name : Title General Properties Label Min Steel ...Max Steel... Material Design Ru...Equal Bar Spacing Group Design Concrete Bearing Force Top Bar 1 Footing 1 0.002 0.007 Conc3000...Typical Yes Yes Footing Geometry Label Max Length[...Min Length[ft]Max Width[ft] Min W idth[ft] L/W Increm...Max Thickn...Min Thickne...Thick Incre... Force Sq... 1 Footing 1 10 2 10 2 0.5 24 24 0.5 Yes Pedestal Properties Label Type Shape Height[in] e/BL ex[in] ez[in] BLx[ft] BLz[ft] 1 Footing 1 Pedestal CRECT12X12 24 Use ex,ez 0 0 0 0 Soil Properties Label Overburden[ksf] Passive[k] Friction Coefficient Gross/Net 1 Footing 1 0.1 0 0.3 Gross Soil Definitions Label Subgrade Modulus[k/ft^3] Allowable Bearing[ksf]Depth Properties Default? 1 Default 100 3 None Yes Default Soil Depth Properties Label Layer Start Depth[ft] Unit Weight[k/ft^3] Unit Skin Friction[ksf] Unit Tip-Bearing[ksf] No Data to Print ... Point Loads and Moments (Cat 1 : DL) Label Direction Magnitude[k,k-ft] 1 R3D_N1 Y 11.865 2 R3D_N2 Y 14.022 3 R3D_N3 Y 16.431 4 R3D_N4 Y 13.107 5 R3D_N5 Y 10.971 6 R3D_N6 Y 7.853 7 R3D_N7 Y 8.916 8 R3D_N8 Y 8.645 9 R3D_N26 Y 15.882 10 R3D_N27 Y 10.334 Point Loads and Moments (Cat 2 : LL) Label Direction Magnitude[k,k-ft] 1 R3D_N1 Y 5.356 2 R3D_N2 Y 7.105 3 R3D_N3 Y 8.98 4 R3D_N4 Y 5.43 5 R3D_N5 Y 5.217 6 R3D_N6 Y 3.18 7 R3D_N7 Y 3.991 8 R3D_N8 Y 2.926 9 R3D_N26 Y 8.212 10 R3D_N27 Y 4.689 Point Loads and Moments (Cat 16 : ELX) Label Direction Magnitude[k,k-ft] 1 R3D_N1 X 4.302 2 R3D_N1 Z -0.216 3 R3D_N1 MX -3.235 RISAFoundation Version 13.0.4 Page 2 [S:\scseprojects\2021\21-014\CALCS\PATIO COVER 10 cols.r3d] 247 Company : <Licensed Company>Oct 19, 2021 2:01 PMDesigner : acarver Job Number :Checked By:_____ Model Name : Title Point Loads and Moments (Cat 16 : ELX) (Continued) Label Direction Magnitude[k,k-ft] 4 R3D_N1 MY -0.876 5 R3D_N1 MZ -64.523 6 R3D_N2 X 5.502 7 R3D_N2 Z -0.217 8 R3D_N2 MX -3.253 9 R3D_N2 MY -0.847 10 R3D_N2 MZ -82.523 11 R3D_N3 X 6.333 12 R3D_N3 Z -0.223 13 R3D_N3 MX -3.347 14 R3D_N3 MY -0.628 15 R3D_N3 MZ -94.991 16 R3D_N4 X 5.221 17 R3D_N4 Z -0.225 18 R3D_N4 MX -3.372 19 R3D_N4 MY -0.619 20 R3D_N4 MZ -78.31 21 R3D_N5 X 6.329 22 R3D_N5 Z 0.222 23 R3D_N5 MX 3.324 24 R3D_N5 MY -0.916 25 R3D_N5 MZ -94.932 26 R3D_N6 X 4.298 27 R3D_N6 Z 0.218 28 R3D_N6 MX 3.266 29 R3D_N6 MY -0.961 30 R3D_N6 MZ -64.477 31 R3D_N7 X 5.498 32 R3D_N7 Z 0.218 33 R3D_N7 MX 3.275 34 R3D_N7 MY -0.954 35 R3D_N7 MZ -82.477 36 R3D_N8 X 5.218 37 R3D_N8 Z 0.222 38 R3D_N8 MX 3.337 39 R3D_N8 MY -0.908 40 R3D_N8 MZ -78.267 41 R3D_N26 X 5.952 42 R3D_N26 Z -0.219 43 R3D_N26 MX -3.286 44 R3D_N26 MY -0.822 45 R3D_N26 MZ -89.276 46 R3D_N27 X 5.948 47 R3D_N27 Z 0.219 48 R3D_N27 MX 3.292 49 R3D_N27 MY -0.947 50 R3D_N27 MZ -89.224 Point Loads and Moments (Cat 18 : ELZ) Label Direction Magnitude[k,k-ft] 1 R3D_N1 Z 6.096 2 R3D_N1 MX 91.441 3 R3D_N1 MY 2.895 4 R3D_N2 Z 6.099 5 R3D_N2 MX 91.483 6 R3D_N2 MY 2.83 RISAFoundation Version 13.0.4 Page 3 [S:\scseprojects\2021\21-014\CALCS\PATIO COVER 10 cols.r3d] 248 Company : <Licensed Company>Oct 19, 2021 2:01 PMDesigner : acarver Job Number :Checked By:_____ Model Name : Title Point Loads and Moments (Cat 18 : ELZ) (Continued) Label Direction Magnitude[k,k-ft] 7 R3D_N3 X -0.449 8 R3D_N3 Z 6.1 9 R3D_N3 MX 91.498 10 R3D_N3 MY 3.001 11 R3D_N3 MZ 6.731 12 R3D_N4 X 0.449 13 R3D_N4 Z 6.095 14 R3D_N4 MX 91.427 15 R3D_N4 MY 3.026 16 R3D_N4 MZ -6.731 17 R3D_N5 X -0.449 18 R3D_N5 Z 4.825 19 R3D_N5 MX 72.376 20 R3D_N5 MY 2.917 21 R3D_N5 MZ 6.731 22 R3D_N6 Z 4.818 23 R3D_N6 MX 72.271 24 R3D_N6 MY 2.867 25 R3D_N7 Z 4.82 26 R3D_N7 MX 72.303 27 R3D_N7 MY 2.873 28 R3D_N8 X 0.449 29 R3D_N8 Z 4.823 30 R3D_N8 MX 72.352 31 R3D_N8 MY 2.919 32 R3D_N8 MZ -6.731 33 R3D_N26 Z 6.101 34 R3D_N26 MX 91.511 35 R3D_N26 MY 2.82 36 R3D_N27 Z 4.823 37 R3D_N27 MX 72.339 38 R3D_N27 MY 2.884 Line Loads and Moments Start Point End Point Direction Start Magnitude[k/ft,k-ft/ft] End Magnitude[k/ft,k-ft/ft] No Data to Print ... Area Loads Label Base Mag[ksf]Peak Mag[ksf] No Data to Print ... Slabs Label Thickness [in] Material Local Axis Angle [...Analysis Offset [in] Passive Pressure...Soil Over... Icr Factor No Data to Print ... Load Combinations Label So...Se...A... SF Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac... 1 Service Yes Yes 0 DL 1 LL 1 HL 1 2 IBC 16-8 Yes Yes 1.5 DL 1 3 IBC 16-9 Yes Yes 1.5 DL 1 HL 1 LL 1 LLS 1 4 IBC 16-1...Yes Yes 1.5 DL 1 HL 1 RLL 1 5 IBC 16-1...Yes Yes 1.5 DL 1 HL 1 SL 1 SLN 0.75 6 IBC 16-1...Yes Yes 1.5 DL 1 HL 1 RL 1 7 IBC 16-1...Yes Yes 1.5 DL 1 HL 1 LL 0.75 LLS 0.75 RLL 0.75 8 IBC 16-1...Yes Yes 1.5 DL 1 HL 1 LL 0.75 LLS 0.75 SL 0.75 SLN 0.75 RISAFoundation Version 13.0.4 Page 4 [S:\scseprojects\2021\21-014\CALCS\PATIO COVER 10 cols.r3d] 249 Company : <Licensed Company>Oct 19, 2021 2:01 PMDesigner : acarver Job Number :Checked By:_____ Model Name : Title Load Combinations (Continued) Label So...Se...A... SF Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac... 9 IBC 16-1...Yes Yes 1.5 DL 1 HL 1 LL 0.75 LLS 0.75 RL 0.75 10 IBC 16-1...Yes Yes 1.1 DL 1 HL 1 ELX 0.7 11 IBC 16-1...Yes Yes 1.1 DL 1 HL 1 EL...0.7 12 IBC 16-1...Yes Yes 1.1 DL 1 HL 1 EL...0.7 13 IBC 16-1...Yes Yes 1.1 DL 1 HL 1 ELZ 0.7 14 IBC 16-1...Yes Yes 1.1 DL 1 HL 1 EL...0.7 15 IBC 16-1...Yes Yes 1.1 DL 1 HL 1 EL...0.7 16 IBC 16-1...Yes Yes 1.1 DL 1 HL 1 ELX -0.7 17 IBC 16-1...Yes Yes 1.1 DL 1 HL 1 EL...-0.7 18 IBC 16-1...Yes Yes 1.1 DL 1 HL 1 EL...-0.7 19 IBC 16-1...Yes Yes 1.1 DL 1 HL 1 ELZ -0.7 20 IBC 16-1...Yes Yes 1.1 DL 1 HL 1 EL...-0.7 21 IBC 16-1...Yes Yes 1.1 DL 1 HL 1 EL...-0.7 22 IBC 16-1...Yes Yes 1.1 DL 1 HL 1 ELX 0.5...LL 0.75 LLS 0.75 SL 0.75 SLN 0.75 23 IBC 16-1...Yes Yes 1.1 DL 1 HL 1 EL...0.5...LL 0.75 LLS 0.75 SL 0.75 SLN 0.75 24 IBC 16-1...Yes Yes 1.1 DL 1 HL 1 EL...0.5...LL 0.75 LLS 0.75 SL 0.75 SLN 0.75 25 IBC 16-1...Yes Yes 1.1 DL 1 HL 1 ELZ 0.5...LL 0.75 LLS 0.75 SL 0.75 SLN 0.75 26 IBC 16-1...Yes Yes 1.1 DL 1 HL 1 EL...0.5...LL 0.75 LLS 0.75 SL 0.75 SLN 0.75 27 IBC 16-1...Yes Yes 1.1 DL 1 HL 1 EL...0.5...LL 0.75 LLS 0.75 SL 0.75 SLN 0.75 28 IBC 16-1...Yes Yes 1.1 DL 1 HL 1 ELX -0.5...LL 0.75 LLS 0.75 SL 0.75 SLN 0.75 29 IBC 16-1...Yes Yes 1.1 DL 1 HL 1 EL...-0.5...LL 0.75 LLS 0.75 SL 0.75 SLN 0.75 30 IBC 16-1...Yes Yes 1.1 DL 1 HL 1 EL...-0.5...LL 0.75 LLS 0.75 SL 0.75 SLN 0.75 31 IBC 16-1...Yes Yes 1.1 DL 1 HL 1 ELZ -0.5...LL 0.75 LLS 0.75 SL 0.75 SLN 0.75 32 IBC 16-1...Yes Yes 1.1 DL 1 HL 1 EL...-0.5...LL 0.75 LLS 0.75 SL 0.75 SLN 0.75 33 IBC 16-1...Yes Yes 1.1 DL 1 HL 1 EL...-0.5...LL 0.75 LLS 0.75 SL 0.75 SLN 0.75 34 IBC 16-1...Yes Yes DL 0.6 HL 1 ELX 0.7 35 IBC 16-1...Yes Yes DL 0.6 HL 1 EL...0.7 36 IBC 16-1...Yes Yes DL 0.6 HL 1 EL...0.7 37 IBC 16-1...Yes Yes DL 0.6 HL 1 ELZ 0.7 38 IBC 16-1...Yes Yes DL 0.6 HL 1 EL...0.7 39 IBC 16-1...Yes Yes DL 0.6 HL 1 EL...0.7 40 IBC 16-1...Yes Yes DL 0.6 HL 1 ELX -0.7 41 IBC 16-1...Yes Yes DL 0.6 HL 1 EL...-0.7 42 IBC 16-1...Yes Yes DL 0.6 HL 1 EL...-0.7 43 IBC 16-1...Yes Yes DL 0.6 HL 1 ELZ -0.7 44 IBC 16-1...Yes Yes DL 0.6 HL 1 EL...-0.7 45 IBC 16-1...Yes Yes DL 0.6 HL 1 EL...-0.7 46 IBC 16-1 Yes DL 1.4 47 IBC 16-2...Yes DL 1.2 LL 1.6 LLS 1.6 HL 1.6 RLL 0.5 48 IBC 16-2...Yes DL 1.2 LL 1.6 LLS 1.6 HL 1.6 SL 0.5 SLN 0.5 49 IBC 16-2...Yes DL 1.2 LL 1.6 LLS 1.6 HL 1.6 RL 0.5 50 IBC 16-3...Yes DL 1.2 RLL 1.6 HL 1.6 LL 0.5 LLS 1 51 IBC 16-3...Yes DL 1.2 SL 1.6 SLN 1.6 HL 1.6 LL 0.5 LLS 1 52 IBC 16-3...Yes DL 1.2 RL 1.6 HL 1.6 LL 0.5 LLS 1 53 IBC 16-5...Yes DL 1.2 ELX 1 LL 0.5 LLS 1 HL 1.6 SL 0.2 SLN 0.7 54 IBC 16-5...Yes DL 1.2 EL...1 LL 0.5 LLS 1 HL 1.6 SL 0.2 SLN 0.7 55 IBC 16-5...Yes DL 1.2 EL...1 LL 0.5 LLS 1 HL 1.6 SL 0.2 SLN 0.7 56 IBC 16-5...Yes DL 1.2 ELZ 1 LL 0.5 LLS 1 HL 1.6 SL 0.2 SLN 0.7 57 IBC 16-5...Yes DL 1.2 EL...1 LL 0.5 LLS 1 HL 1.6 SL 0.2 SLN 0.7 58 IBC 16-5...Yes DL 1.2 EL...1 LL 0.5 LLS 1 HL 1.6 SL 0.2 SLN 0.7 59 IBC 16-5...Yes DL 1.2 ELX -1 LL 0.5 LLS 1 HL 1.6 SL 0.2 SLN 0.7 60 IBC 16-5...Yes DL 1.2 EL...-1 LL 0.5 LLS 1 HL 1.6 SL 0.2 SLN 0.7 61 IBC 16-5...Yes DL 1.2 EL...-1 LL 0.5 LLS 1 HL 1.6 SL 0.2 SLN 0.7 62 IBC 16-5...Yes DL 1.2 ELZ -1 LL 0.5 LLS 1 HL 1.6 SL 0.2 SLN 0.7 63 IBC 16-5...Yes DL 1.2 EL...-1 LL 0.5 LLS 1 HL 1.6 SL 0.2 SLN 0.7 64 IBC 16-5...Yes DL 1.2 EL...-1 LL 0.5 LLS 1 HL 1.6 SL 0.2 SLN 0.7 65 IBC 16-7...Yes DL 0.9 ELX 1 HL 1.6 RISAFoundation Version 13.0.4 Page 5 [S:\scseprojects\2021\21-014\CALCS\PATIO COVER 10 cols.r3d] 250 Company : <Licensed Company>Oct 19, 2021 2:01 PMDesigner : acarver Job Number :Checked By:_____ Model Name : Title Load Combinations (Continued) Label So...Se...A... SF Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac... 66 IBC 16-7...Yes DL 0.9 EL...1 HL 1.6 67 IBC 16-7...Yes DL 0.9 EL...1 HL 1.6 68 IBC 16-7...Yes DL 0.9 ELZ 1 HL 1.6 69 IBC 16-7...Yes DL 0.9 EL...1 HL 1.6 70 IBC 16-7...Yes DL 0.9 EL...1 HL 1.6 71 IBC 16-7...Yes DL 0.9 ELX -1 HL 1.6 72 IBC 16-7...Yes DL 0.9 EL...-1 HL 1.6 73 IBC 16-7...Yes DL 0.9 EL...-1 HL 1.6 74 IBC 16-7...Yes DL 0.9 ELZ -1 HL 1.6 75 IBC 16-7...Yes DL 0.9 EL...-1 HL 1.6 76 IBC 16-7...Yes DL 0.9 EL...-1 HL 1.6 Design Cuts Label Design Rule No Data to Print ... Design Strips Label Rebar Angle from Pl... No. of Design Cuts Design Rule No Data to Print ... Pedestals/Posts Label Type Shape Material Design Rules Angle(deg) Height[in] Pedestal Layout Shear Layout No Data to Print ... Load Categories Category Point Loads Line Loads Area Loads 1 DL 10 2 LL 10 3 ELX 50 4 ELZ 38 Design Cut Results Label UC Top LC UC Bot LC Shear UC LC Phi*Mnz ... Phi*Mnz ... Phi*Vny[k] Top Flex ...Bot/Mid F... No Data to Print ... Strip Reinforcing Label UC Top LC Top Bars Governin... UC Bot LC Bot Bars/...Governin... UC Shear LC Governin... No Data to Print ... Footing Geometry Results Joint Footing Length[ft] Width[ft] Thickness[in] ex[in] ez[in] Pedestal Ht[in] Ped Xdim[in] Ped Zdim[in] 1 R3D_N1 Footing 1 8.5 8.5 24 0 0 24 12 12 2 R3D_N2 Footing 1 8.5 8.5 24 0 0 24 12 12 3 R3D_N3 Footing 1 8.5 8.5 24 0 0 24 12 12 4 R3D_N4 Footing 1 8.5 8.5 24 0 0 24 12 12 5 R3D_N5 Footing 1 8.5 8.5 24 0 0 24 12 12 6 R3D_N6 Footing 1 8 8 24 0 0 24 12 12 7 R3D_N7 Footing 1 8.5 8.5 24 0 0 24 12 12 8 R3D_N8 Footing 1 8.5 8.5 24 0 0 24 12 12 9 R3D_N26 Footing 1 8 8 24 0 0 24 12 12 10 R3D_N27 Footing 1 8.5 8.5 24 0 0 24 12 12 RISAFoundation Version 13.0.4 Page 6 [S:\scseprojects\2021\21-014\CALCS\PATIO COVER 10 cols.r3d] 251 Company : <Licensed Company>Oct 19, 2021 2:01 PMDesigner : acarver Job Number :Checked By:_____ Model Name : Title Footing Steel Joint Footing Bot x Steel[in^2] Bot z Steel[in^2] Top x Steel[in...Top z Steel[in... Ped Long Ped Shear 1 R3D_N1 Footing 1 4.418 4.418 3.093 3.093 12#6 #4@12 in 2 R3D_N2 Footing 1 4.418 4.418 3.093 3.093 12#6 #4@12 in 3 R3D_N3 Footing 1 4.418 4.418 3.093 3.093 12#6 #4@12 in 4 R3D_N4 Footing 1 4.418 4.418 3.093 3.093 12#6 #4@12 in 5 R3D_N5 Footing 1 4.418 4.418 3.093 3.093 12#6 #4@12 in 6 R3D_N6 Footing 1 4.418 4.418 3.093 3.093 12#6 #4@12 in 7 R3D_N7 Footing 1 4.418 4.418 3.093 3.093 12#6 #4@12 in 8 R3D_N8 Footing 1 4.418 4.418 3.093 3.093 12#6 #4@12 in 9 R3D_N26 Footing 1 4.418 4.418 3.093 3.093 12#6 #4@12 in 10 R3D_N27 Footing 1 4.418 4.418 3.093 3.093 12#6 #4@12 in Footing Code Check Joint Footing Bearing Ra...Bearing Pr... Gov LC UC Max Muxx[k-ft] Gov LC UC Max Muzz[k-ft] Gov LC 1 R3D_N1 Footing 1 0.708 2.124 37 0.182 76.743 68 0.114 48.097 53 2 R3D_N2 Footing 1 0.627 1.881 37 0.18 75.826 68 0.153 64.78 65 3 R3D_N3 Footing 1 0.654 1.963 40 0.177 74.824 68 0.188 79.185 65 4 R3D_N4 Footing 1 0.713 2.139 43 0.18 76.166 74 0.142 60.156 71 5 R3D_N5 Footing 1 0.943 2.828 40 0.128 53.944 74 0.193 81.567 65 6 R3D_N6 Footing 1 0.72 2.16 37 0.141 59.493 68 0.118 49.638 71 7 R3D_N7 Footing 1 0.624 1.872 34 0.128 54.117 68 0.158 66.716 65 8 R3D_N8 Footing 1 0.541 1.622 34 0.129 54.286 68 0.146 61.507 65 9 R3D_N26 Footing 1 0.971 2.913 37 0.19 80.25 74 0.184 77.42 71 10 R3D_N27 Footing 1 0.753 2.258 34 0.128 53.905 68 0.177 74.623 65 Footing Shear Check Joint Footing UC Shear Vux[k] Gov LC UC Shear Vuz[k] Gov LC 1 R3D_N1 Footing 1 0.137 25.044 68 0.078 14.135 53 2 R3D_N2 Footing 1 0.132 24.036 68 0.109 19.879 65 3 R3D_N3 Footing 1 0.127 23.213 68 0.136 24.872 71 4 R3D_N4 Footing 1 0.134 24.426 74 0.101 18.361 71 5 R3D_N5 Footing 1 0.09 16.43 68 0.151 27.522 71 6 R3D_N6 Footing 1 0.12 20.51 68 0.093 15.983 71 7 R3D_N7 Footing 1 0.091 16.669 68 0.118 21.522 65 8 R3D_N8 Footing 1 0.092 16.769 68 0.107 19.439 65 9 R3D_N26 Footing 1 0.162 27.749 68 0.153 26.278 71 10 R3D_N27 Footing 1 0.09 16.462 68 0.135 24.598 65 Footing Pedestal Results Joint Footing UC Bend UC Bend LC UC Shear UC Shear LC UC Punch UC Punch LC 1 R3D_N1 Footing 1 1.396 56 0.174 53 0.054 47 2 R3D_N2 Footing 1 1.468 53 0.214 53 0.066 47 3 R3D_N3 Footing 1 1.849 53 0.129 53 0.08 47 4 R3D_N4 Footing 1 1.743 56 0.21 53 0.057 47 5 R3D_N5 Footing 1 1.826 53 0.196 56 0.051 47 6 R3D_N6 Footing 1 1.101 56 0.198 56 0.034 47 7 R3D_N7 Footing 1 1.452 53 0.197 56 0.04 47 8 R3D_N8 Footing 1 1.335 53 0.21 53 0.036 47 9 R3D_N26 Footing 1 1.671 53 0.125 56 0.074 47 10 R3D_N27 Footing 1 1.651 53 0.196 56 0.047 47 Footing Safety Factors Joint Footing OSF-xx LC OSF-zz LC SR-xx LC SR-zz LC 1 R3D_N1 Footing 1 1.265 37 1.793 34 2.405 34 1.697 37 2 R3D_N2 Footing 1 1.333 37 1.477 34 1.981 34 1.787 37 3 R3D_N3 Footing 1 1.408 37 1.356 34 1.819 34 1.889 37 RISAFoundation Version 13.0.4 Page 7 [S:\scseprojects\2021\21-014\CALCS\PATIO COVER 10 cols.r3d] 252 Company : <Licensed Company>Oct 19, 2021 2:01 PMDesigner : acarver Job Number :Checked By:_____ Model Name : Title Footing Safety Factors (Continued) Joint Footing OSF-xx LC OSF-zz LC SR-xx LC SR-zz LC 4 R3D_N4 Footing 1 1.305 37 1.523 34 2.043 34 1.75 37 5 R3D_N5 Footing 1 1.563 37 1.192 34 1.598 34 2.096 37 6 R3D_N6 Footing 1 1.236 37 1.385 34 1.974 34 1.761 37 7 R3D_N7 Footing 1 1.483 37 1.3 34 1.744 34 1.989 37 8 R3D_N8 Footing 1 1.471 37 1.36 34 1.824 34 1.973 37 9 R3D_N26 Footing 1 1.214 37 1.244 34 1.773 34 1.729 37 10 R3D_N27 Footing 1 1.539 37 1.247 34 1.673 34 2.064 37 Slab Overturning Safety Factors LC Slab Angle[deg] Mo-xx[k-ft] Ms-xx[k-ft] Mo-zz[k-ft] Ms-zz[k-ft] Ms-xx/Mo-xx Ms-zz/Mo-zz No Data to Print ... Slab Sliding Safety Factors LC Slab Angle[deg] Va-xx[k] Vr-xx[k] Va-zz[k] Vr-zz[k] SR-xx SR-zz No Data to Print ... Slab Overturning by Category LC Slab Category Descri... Mo-xx[k-ft] Ms-xx[k-ft] Mo-zz[k-ft] Ms-zz[k-ft] No Data to Print ... Slab Sliding by Category LC Slab Category Descri... Va-xx[k] Vr-xx[k] Va-zz[k] Vr-zz[k] No Data to Print ... Envelope Soil Pressures Label Max UC Max LC Soil Pressure[ksf] Allowable Bearing[ksf] 1 R3D_N1 0.708 37 2.124 3 2 R3D_N2 0.627 37 1.881 3 3 R3D_N3 0.654 40 1.963 3 4 R3D_N4 0.713 43 2.139 3 5 R3D_N5 0.943 40 2.828 3 6 R3D_N6 0.72 37 2.16 3 7 R3D_N7 0.624 34 1.872 3 8 R3D_N8 0.541 34 1.622 3 9 R3D_N26 0.971 37 2.913 3 10 R3D_N27 0.753 34 2.258 3 Envelope Slab Soil Pressures Label Max UC Max LC Soil Pressure[ksf] Allowable Bearing[ksf] Point No Data to Print ... Envelope Footing Soil Pressures Label Max UC Max LC Soil Pressure[ksf] Allowable Bearing[ksf] Point 1 Footing 1 - R3D...0.708 37 2.124 3 B 2 Footing 1 - R3D...0.627 37 1.881 3 B 3 Footing 1 - R3D...0.654 40 1.963 3 C 4 Footing 1 - R3D...0.713 43 2.139 3 D 5 Footing 1 - R3D...0.943 40 2.828 3 D 6 Footing 1 - R3D...0.72 37 2.16 3 B 7 Footing 1 - R3D...0.624 34 1.872 3 B 8 Footing 1 - R3D...0.541 34 1.622 3 B 9 Footing 1 - R3D...0.971 37 2.913 3 B 10 Footing 1 - R3D...0.753 34 2.258 3 B RISAFoundation Version 13.0.4 Page 8 [S:\scseprojects\2021\21-014\CALCS\PATIO COVER 10 cols.r3d] 253 Company:Date:10/18/2021 Engineer:Page:1/5 Project: Address: Phone: E-mail: Anchor Designer™ Software Version 2.8.7094.6 1.Project information Customer company: Customer contact name: Customer e-mail: Comment: Project description: Location: Fastening description: 2. Input Data & Anchor Parameters General Design method:ACI 318-14 Units: Imperial units Anchor Information: Anchor type: Cast-in-place Material: F1554 Grade 55 Diameter (inch): 1.250 Effective Embedment depth, hef (inch): 5.250 Anchor category: - Anchor ductility: Yes hmin (inch): 7.25 Cmin (inch): 1.65 Smin (inch): 5.00 Base Material Concrete: Normal-weight Concrete thickness, h (inch): 24.00 State: Cracked Compressive strength, f’c (psi): 4500 Ψc,V: 1.0 Reinforcement condition: B tension, B shear Supplemental reinforcement: Not applicable Reinforcement provided at corners: No Ignore concrete breakout in tension: Yes Ignore concrete breakout in shear: Yes Ignore 6do requirement: Yes Build-up grout pad: No Base Plate Length x Width x Thickness (inch): 18.00 x 18.00 x 2.00 Recommended Anchor Anchor Name: Heavy Hex Bolt - 1 1/4"Ø Heavy Hex Bolt, F1554 Gr. 55 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.comSimpson Strong-Tie Company Inc. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. 254 Company:Date:10/18/2021 Engineer:Page:2/5 Project: Address: Phone: E-mail: Anchor Designer™ Software Version 2.8.7094.6 Load and Geometry Load factor source: ACI 318 Section 5.3 Load combination: not set Seismic design: No Anchors subjected to sustained tension: Not applicable Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: No Strength level loads: Nua [lb]: 0 Vuax [lb]: 7250 Vuay [lb]: 0 Mux [ft-lb]: 0 Muy [ft-lb]: 108750 Muz [ft-lb]: 0 <Figure 1> 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.comSimpson Strong-Tie Company Inc. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. 255 Company:Date:10/18/2021 Engineer:Page:3/5 Project: Address: Phone: E-mail: Anchor Designer™ Software Version 2.8.7094.6 <Figure 2> 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.comSimpson Strong-Tie Company Inc. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. 256 Company:Date:10/18/2021 Engineer:Page:4/5 Project: Address: Phone: E-mail: Anchor Designer™ Software Version 2.8.7094.6 Shear load y, Vuay (lb) Anchor Tension load, Nua (lb) 3. Resulting Anchor Forces Shear load combined, √(Vuax)²+(Vuay)² (lb) Shear load x, Vuax (lb) 47976.11 1812.5 1812.50.0 47976.12 1812.5 1812.50.0 0.03 1812.5 1812.50.0 0.04 1812.5 1812.50.0 7250.0 0.0Sum95952.2 7250.0 Maximum concrete compression strain (‰): 0.58 Maximum concrete compression stress (psi): 2539 Resultant tension force (lb): 0 Resultant compression force (lb): 95952 Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'Vx (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'Vy (inch): 0.00 <Figure 3> 4. Steel Strength of Anchor in Tension (Sec. 17.4.1) Nsa (lb)f fNsa (lb) 72675 0.75 54506 6. Pullout Strength of Anchor in Tension (Sec. 17.4.3) fNpn = fYc,PNp = fYc,P8Abrgf’c (Sec. 17.3.1, Eq. 17.4.3.1 & 17.4.3.4) Yc,P Abrg (in2)f’c (psi)f fNpn (lb) 1.0 2.24 4500 0.70 56372 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.comSimpson Strong-Tie Company Inc. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. 257 6-#6 in Shear Ast = 2.64 in2 PhiVs = 0.75 Fy As = 118.8 kips Six shear planes Ast = 6*0.44=2.64in2 #6 Bars entire length of footing Therefore, no concrete breakout. Steel Controls. Company:Date:10/18/2021 Engineer:Page:5/5 Project: Address: Phone: E-mail: Anchor Designer™ Software Version 2.8.7094.6 8. Steel Strength of Anchor in Shear (Sec. 17.5.1) Vsa (lb)fgrout f fgroutfVsa (lb) 43605 1.0 0.65 28343 10. Concrete Pryout Strength of Anchor in Shear (Sec. 17.5.3) fVcpg = fkcpNcbg = fkcp(ANc / ANco)Yec,NYed,NYc,NYcp,NNb (Sec. 17.3.1 & Eq. 17.5.3.1b) kcp ANc (in2)ANco (in2)Yec,N Yed,N Yc,N Ycp,N Nb (lb)f fVcpg (lb) 2.0 770.06 248.06 1.000 1.000 1.000 1.000 19367 0.70 84168 11. Results Interaction of Tensile and Shear Forces (Sec. 17.6.) Tension Factored Load, Nua (lb)Design Strength, øNn (lb)Ratio Status Steel 47976 54506 0.88 Pass (Governs) Pullout 47976 56372 0.85 Pass Shear Factored Load, Vua (lb)Design Strength, øVn (lb)Ratio Status Steel 1813 28343 0.06 Pass Pryout 7250 84168 0.09 Pass (Governs) Interaction check Nua/fNn Vua/fVn Combined Ratio Permissible Status Sec. 17.6..1 0.88 0.00 88.0%1.0 Pass 1 1/4"Ø Heavy Hex Bolt, F1554 Gr. 55 with hef = 5.250 inch meets the selected design criteria. 12. Warnings - Calculated concrete compression stress exceeds the permissible bearing stress of diameter 0.85f’c per ACI 318 Section 22.8.3.2. - Minimum spacing and edge distance requirement of 6da per ACI 318 Sections 17.7.1 and 17.7.2 for torqued cast-in-place anchor is waived per designer option. - Concrete breakout strength in tension has not been evaluated against applied tension load(s) per designer option. Refer to ACI 318 Section 17.3.2.1 for conditions where calculations of the concrete breakout strength may not be required. - Concrete breakout strength in shear has not been evaluated against applied shear load(s) per designer option. Refer to ACI 318 Section 17.3.2.1 for conditions where calculations of the concrete breakout strength may not be required. - Designer must exercise own judgement to determine if this design is suitable. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.comSimpson Strong-Tie Company Inc. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. 258 259 SCSE A Carver SK-2 Nov 29, 2021 SUPPORT FOR EXTERIOR STO… 260 SCSE A Carver SK-3 Nov 29, 2021 SUPPORT FOR EXTERIOR STO… 261 SCSE A Carver SK-1 Nov 29, 2021 SUPPORT FOR EXTERIOR STO… GRID BGRID 8.8 STOREFRONT SEE CALC PAGE 143 FOR BEAM BRACING/ SUPPORT WELDED TO W16X67 WITH 3/16 FILLET, 3-12 IS GOOD FOR 8.34 KIPS PER FOOT. OK. W16 SUPPORTED LATERALLY BY W14's AT 8 FT OC. BENT PLATE SPANS 8' BETWEEN BEAMS M = 688 FT LBS = 8.26 in k PL 3/16 X 11, Z = 5.67 in3 = 122 in k OK 262 Company Designer Job Number Model Name : : : : SCSE A Carver Checked By : __________ RISA-3D Version 19 [ SUPPORT FOR EXTERIOR STOREFR…Page 1 Node Coordinates Label X [ft] Y [ft] Z [ft] Detach From Diaphragm 1 N1 0 12 0 2 N2 0 20 0 3 N3 0 17.25 0 4 N4 0 15.58 0 5 N5 10 10 0 6 N6 10 20 0 7 N7 10 15.25 0 8 N8 10 13.58 0 Node Boundary Conditions Node Label X [k/in] Y [k/in] Z [k/in] Y Rot [k-ft/rad] 1 N3 Reaction Reaction Reaction Reaction 2 N4 Reaction Reaction 3 N7 Reaction Reaction Reaction Reaction 4 N8 Reaction Reaction Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] Yield [ksi] Ry Fu [ksi] Rt 1 A992 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 0.3 0.65 0.49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 0.3 0.65 0.527 42 1.4 58 1.3 5 A500 Gr.B RECT 29000 11154 0.3 0.65 0.527 46 1.4 58 1.3 6 A500 Gr.C RND 29000 11154 0.3 0.65 0.527 46 1.4 62 1.3 7 A500 Gr.C RECT 29000 11154 0.3 0.65 0.527 50 1.4 62 1.3 8 A53 Gr.B 29000 11154 0.3 0.65 0.49 35 1.6 60 1.2 9 A1085 29000 11154 0.3 0.65 0.49 50 1.4 65 1.3 10 A913 Gr.65 29000 11154 0.3 0.65 0.49 65 1.1 80 1.1 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rule Area [in²] Iyy [in⁴] Izz [in⁴] J [in⁴] 1 HR1 W10X33 Beam Wide Flange A992 Typical 9.71 36.6 171 0.583 Member Primary Data Label I Node J Node Section/Shape Type Design List Material Design Rule 1 M1 N1 N2 600S162-54 Column CS A653 SS Gr33 Typical 2 M2 N5 N6 600S162-54 Column CS A653 SS Gr33 Typical Design Size and Code Check Parameters Label Max Axial/Bending Chk Max Shear Chk 1 Typical 1 1 Concrete Rebar Parameters Label Optimize Rebar ?Min Flex BarMax Flex BarShear BarLegs per StirrupTop (Column) Cover [in]Bottom Cover [in]Side Cover [in]Top/Bottom BarsAdd'l Side BarsShear Bar Spacing [in] 1 Typical Optimize #6 #10 #4 2 1.5 1.5 1.5 2 1 12 263 Company Designer Job Number Model Name : : : : SCSE A Carver Checked By : __________ RISA-3D Version 19 [ SUPPORT FOR EXTERIOR STOREFR…Page 2 Deflection Design Label LC Ratio LC Ratio LC Ratio 1 Typical None N/A None N/A None N/A Node Loads and Enforced Displacements (BLC 1 : W) Node Label L, D, M Direction Magnitude [(k, k-ft), (in, rad), (k*s²/ft, k*s²*ft)] 1 N1 L X 0.162 2 N5 L X 0.135 Member Point Loads No Data to Print... Wall Panel Point Loads No Data to Print... Diaphragm Point Loads No Data to Print... Member Distributed Loads (BLC 1 : W) Member LabelDirectionStart Magnitude [k/ft, F, ksf, k-ft/ft]End Magnitude [k/ft, F, ksf, k-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 1 M1 X 0.027 0.027 0 5.25 2 M1 X 0.057 0.057 5.25 8 3 M2 X 0.027 0.027 0 5.25 4 M2 X 0.057 0.057 5.25 10 Wall Panel Distributed Loads No Data to Print... Diaphragm Distributed Loads No Data to Print... Member Area Loads No Data to Print... Plate Surface Loads No Data to Print... Wall Panel Surface Loads No Data to Print... Diaphragm Surface Loads No Data to Print... Basic Load Cases BLC Description Category Nodal Distributed 1 W None 2 4 264 Company Designer Job Number Model Name : : : : SCSE A Carver Checked By : __________ RISA-3D Version 19 [ SUPPORT FOR EXTERIOR STOREFR…Page 3 Load Combinations Description Solve P-Delta BLC Factor 1 0.6W Yes Y 1 0.6 Load Combination Design Description Service Hot Rolled Cold Formed Wood Concrete Masonry Aluminum Stainless Connection 1 0.6W Yes Yes Yes Yes Yes Yes Yes Yes Node Reactions LC Node Label X [k] Y [k] Z [k] MX [k-ft] MY [k-ft] MZ [k-ft] 1 1 N3 0.0855 0 0 0 0 0 2 1 N4 -0.3618 0 0 0 0 0 3 1 N7 -0.1712 0 0 0 0 0 4 1 N8 -0.1573 0 0 0 0 0 5 1 Totals:-0.6048 0 0 6 1 COG (ft):NC NC NC Node Reactions - Overstrength or Capacity Limit No Data to Print... Node Displacements LC Node Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 1 1 N1 0.069 0 0 0 0 2.0185e-3 2 1 N2 0.0162 0 0 0 0 -5.3072e-4 3 1 N3 0 0 0 0 0 -3.0591e-4 4 1 N4 0 0 0 0 0 6.0235e-4 5 1 N5 0.0637 0 0 0 0 1.8343e-3 6 1 N6 0.0857 0 0 0 0 -1.7661e-3 7 1 N7 0 0 0 0 0 -6.0763e-4 8 1 N8 0 0 0 0 0 6.1496e-4 Member Section Forces LC Member Label Sec Axial[k] y Shear[k] z Shear[k] Torque[k-ft] y-y Moment[k-ft] z-z Moment[k-ft] 1 1 M1 1 0 -0.0972 0 0 0 0 2 2 0 -0.1296 0 0 0 0.2268 3 3 0 0.1998 0 0 0 0.3664 4 4 0 0.0684 0 0 0 0.0684 5 5 0 0 0 0 0 0 6 1 M2 1 0 -0.081 0 0 0 0 7 2 0 -0.1215 0 0 0 0.2531 8 3 0 -0.0047 0 0 0 0.3841 9 4 0 0.0855 0 0 0 0.1069 10 5 0 0 0 0 0 0 Maximum Member Section Forces LC Member Label Axial[k]Loc[ft]y Shear[k]Loc[ft]z Shear[k]Loc[ft]Torque[k-ft]Loc[ft]y-y Moment[k-ft]Loc[ft]z-z Moment[k-ft]Loc[ft] 1 1 M1 max 0 8 0.2066 3.5833 0 8 0 8 0 8 0.4511 3.5833 2 min 0 0 -0.1539 3.5 0 0 0 0 0 0 0 0 3 1 M2 max 0 10 0.1603 5.3125 0 10 0 10 0 10 0.3926 3.6458 265 Company Designer Job Number Model Name : : : : SCSE A Carver Checked By : __________ RISA-3D Version 19 [ SUPPORT FOR EXTERIOR STOREFR…Page 4 Maximum Member Section Forces (Continued) LC Member Label Axial[k]Loc[ft]y Shear[k]Loc[ft]z Shear[k]Loc[ft]Torque[k-ft]Loc[ft]y-y Moment[k-ft]Loc[ft]z-z Moment[k-ft]Loc[ft] 4 min 0 0 -0.1384 3.5417 0 0 0 0 0 0 0 0 Member End Reactions LC Member Label Member End Axial[k] y Shear[k] z Shear[k] Torque[k-ft] y-y Moment[k-ft] z-z Moment[k-ft] 1 1 M1 I 0 -0.0972 0 0 0 0 2 J 0 0 0 0 0 0 3 1 M2 I 0 -0.081 0 0 0 0 4 J 0 0 0 0 0 0 Member Torsion Stresses LC Member Label Sec Torque[k-ft] Shear[ksi] y Warp Shear[ksi] z Warp Shear[ksi] z-Bot Warp Bend[ksi] z-Top Warp Bend[ksi] 1 1 M1 1 0 0 NC NC NC NC 2 2 0 0 NC NC NC NC 3 3 0 0 NC NC NC NC 4 4 0 0 NC NC NC NC 5 5 0 0 NC NC NC NC 6 1 M2 1 0 0 NC NC NC NC 7 2 0 0 NC NC NC NC 8 3 0 0 NC NC NC NC 9 4 0 0 NC NC NC NC 10 5 0 0 NC NC NC NC Member Section Stresses LC Member LabelSec Axial[ksi] y Shear[ksi] z Shear[ksi]y top Bending[ksi]y bot Bending[ksi]z top Bending[ksi]z bot Bending[ksi] 1 1 M1 1 0 -0.3605 0 0 0 0 0 2 2 0 -0.4806 0 -2.8549 2.8549 0 0 3 3 0 0.741 0 -4.6125 4.6125 0 0 4 4 0 0.2537 0 -0.861 0.861 0 0 5 5 0 0 0 0 0 0 0 6 1 M2 1 0 -0.3004 0 0 0 0 0 7 2 0 -0.4506 0 -3.1862 3.1862 0 0 8 3 0 -0.0174 0 -4.8353 4.8353 0 0 9 4 0 0.3171 0 -1.3454 1.3454 0 0 10 5 0 0 0 0 0 0 0 Member Section Deflections - Service No Data to Print... Member Section Deflections - Strength LC Member Label Sec x [in] y [in] z [in] x Rotate[rad] (n) L/y' Ratio (n) L/z' Ratio 1 1 M1 1 0 -0.069 0 0 1815 NC 2 2 0 -0.0228 0 0 NC NC 3 3 0 0.0019 0 0 5323 NC 4 4 0 -0.0036 0 0 7626 NC 5 5 0 -0.0162 0 0 NC NC 6 1 M2 1 0 -0.0637 0 0 NC NC 7 2 0 -0.013 0 0 2366 NC 8 3 0 0.0016 0 0 1838 NC 9 4 0 -0.0332 0 0 3926 NC 10 5 0 -0.0857 0 0 5467 NC 266 Company Designer Job Number Model Name : : : : SCSE A Carver Checked By : __________ RISA-3D Version 19 [ SUPPORT FOR EXTERIOR STOREFR…Page 5 Beam Deflections No Data to Print... Beam Deflection Checks No Data to Print... AISC 15TH (360-16): ASD Member Steel Code Checks No Data to Print... AISI S100-16: ASD Member Cold Formed Steel Code Checks LCMember Shape UC Max Loc[ft]Shear UCLoc[ft]DirPn/Om[k]Tn/Om[k]Mnyy/Om[k-ft]Mnzz/Om[k-ft]Vny/Om[k]Vnz/Om[k]Cb Eqn 1 1 M1 600S162-54 0.3814 3.5833 0.0754 3.5833 y 2.4967 10.9868 0.2206 1.1828 2.7398 1.8799 1.6207H1.2-1 2 1 M2 600S162-54 0.5184 3.6458 0.0585 5.3125 y 1.7284 10.9868 0.1971 0.7574 2.7398 1.8799 1.364 H1.2-1 AWC NDS-18: ASD Member Wood Code Checks No Data to Print... AA ADM1-15: ASD - BUILDING Member Aluminum Code Checks No Data to Print... AISC 14TH (360-10): ASD Member Stainless Steel Code Checks No Data to Print... Concrete Beam Bending Reinforcement No Data to Print... Concrete Beam Shear Reinforcement No Data to Print... Concrete Column Bending Reinforcement No Data to Print... Concrete Column Shear Reinforcement No Data to Print... Member Suggested Designs Section Set/Member Current Shape Suggested Shape Controlling Criteria Use Suggested? 1 M1 600S162-54 362S200-33 Strength Yes 2 M2 600S162-54 362S200-33 Strength Yes Envelope Node Reactions No Data to Print... Envelope Node Reactions - Overstrength or Capacity Limit No Data to Print... 267 Company Designer Job Number Model Name : : : : SCSE A Carver Checked By : __________ RISA-3D Version 19 [ SUPPORT FOR EXTERIOR STOREFR…Page 7 Envelope AISC 14th (360-10): ASD Stainless Steel Code Checks No Data to Print... Frequencies and Participation No Data to Print... Cold Formed Steel Design Parameters Label Shape Length [ft] Lcomp top [ft] Function 1 M1 600S162-54 8 Lbyy Lateral 2 M2 600S162-54 10 Lbyy Lateral 268 SCSE A Carver 21-014 Joey Newport Mechanical Screen SK-1 Nov 29, 2021 MECH SCREEN.r3d 269 SCSE A Carver 21-014 Joey Newport Mechanical Screen SK-1 Nov 29, 2021 MECH SCREEN.r3d 270 271 800 PAC CLAD | PAC-CLAD.COM ©2017 Petersen Aluminum Corporation 7.2 PANEL PRODUCT FEATURES `30-year non-prorated finish warranty `Matching screws and rivets `Closure strips available `Precut short lengths (5’-0” minimum) `Panel lengths up to 38’ MATERIAL `43 stocked colors (24 gauge steel) `15 stocked colors (22 gauge steel) `36 stocked colors (.032 aluminum) `22 stocked colors (.040 aluminum) `29 stocked colors (.050 aluminum) `Galvalume Plus available FLORIDA BUILDING PRODUCT APPROVALS Please refer to pac-clad.com or your local factory for specific product approval numbers for exposed fastener panels. R-41 R-36 M-42 M-36 7.2 1/2” Corrugated 7/8” Corrugated EXPOSED FASTENER 39.75” 2.667”7/8” 37.33” COVERAGE WITH 1 LAPPED RIB FOR SIDING34.67” COVERAGE WITH 2 LAPPED RIBS FOR ROOFING 6/8/17 - JESSICA - changed 1/2” Corrugated + 7/8 Corrugated width decimals to fractions. 7.2" 1-1/2" 36” 1-1/32"6" 3/4" 36” 1"6" 3/4" 42” 1-1/4" 12" 36” 1"13-21/32" 1-1/4" 41” 44.5” 2.667”1/2” 42.67” COVERAGE WITH 1 LAPPED RIB FOR SIDING40” COVERAGE WITH 2 LAPPED RIBS FOR ROOFING SPECS 36" Wide 1-1/2” High MATERIALS .032 aluminum .040 aluminum .050 aluminum 24 gauge steel 22 gauge steel Galvalume Plus 272 273 274 275 276 <Licensed Company> acarver SK-8 Nov 29, 2021 PATIO COVER Plans Check.r3d E=0.358W 4.65k 3.05k 5.84k 3.89k 5.64k 3.66k 4.98k 3.15k 4.21k 2.77k 277 <Licensed Company> acarver SK-1 Nov 29, 2021 PATIO COVER 10 cols.r3d 278 <Licensed Company> acarver SK-2 Nov 29, 2021 PATIO COVER 10 cols.r3d 279 <Licensed Company> acarver SK-3 Nov 29, 2021 PATIO COVER 10 cols.r3d 280 <Licensed Company> acarver SK-4 Nov 29, 2021 PATIO COVER 10 cols.r3d 281 <Licensed Company> acarver SK-5 Nov 29, 2021 PATIO COVER 10 cols.r3d 282 <Licensed Company> acarver SK-6 Nov 29, 2021 PATIO COVER 10 cols.r3d 283 <Licensed Company> acarver SK-7 Nov 29, 2021 PATIO COVER 10 cols.r3d 284 285 286 287 Design Method Allowable Stress Design (ASD) Connection Type Lateral loading Fastener Type Lag Screw Loading Scenario Single Shear Main Member Type Douglas Fir-Larch (North) Main Member Thickness 3.5 in. Main Member: Angle of Load to Grain 0 Side Member Type Douglas Fir-Larch (North) Side Member Thickness 1.5 in. Side Member: Angle of Load to Grain 0 Washer Thickness 1/8 in. Nominal Diameter 3/8 in. Length 4 in. Load Duration Factor C_D = 1.6 Wet Service Factor C_M = 1.0 End Grain Factor C_eg = 1.0 Temperature Factor C_t = 1.0 Connection Yield Modes Im 1257 lbs. Is 874 lbs. II 504 lbs. IIIm 556 lbs. IIIs 410 lbs. IV 319 lbs. Adjusted ASD Capacity 319 lbs. Lag Screw bending yield strength of 45000 psi is assumed. The Adjusted ASD Capacity is only applicable for lag screws with adequate end distance, edge distance and spacing per NDS chapter 11. While every effort has been made to insure the accuracy of the information presented, and special effort has been made to assure that the information reflects the state-of-the-art, neither the American Wood Council nor its members assume any responsibility for any particular design prepared from this on-line Connection Calculator. Those using this on-line Connection Calculator assume all liability from its use. The Connection Calculator was designed and created by Cameron Knudson, Michael Dodson and David Pollock at Washington State University. Support for development of the Connection Calculator was provided by American Wood Council. Connection Calculator https://www.awc.org/calculators/connectioncalc.160106/ccstyle.asp?des... 1 of 1 11/22/2021, 12:04 PM 288 Design Method Allowable Stress Design (ASD) Connection Type Withdrawal loading Fastener Type Lag Screw Loading Scenario N/A Main Member Type Douglas Fir-Larch (North) Main Member Thickness 9.5 in. Side Member Type Steel Side Member Thickness 1/4 in. Washer Thickness 0 in. Nominal Diameter 3/8 in. Length 4 in. Load Duration Factor C_D = 1.6 Wet Service Factor C_M = 1.0 End Grain Factor C_eg = 1.0 Temperature Factor C_t = 1.0 Adjusted ASD Capacity 1080 lbs. The Adjusted ASD Capacity only applies to withdrawal of the fastener from the main member. It does not address head pull-through capacity of the fastener in the side member. While every effort has been made to insure the accuracy of the information presented, and special effort has been made to assure that the information reflects the state-of-the-art, neither the American Wood Council nor its members assume any responsibility for any particular design prepared from this on-line Connection Calculator. Those using this on-line Connection Calculator assume all liability from its use. The Connection Calculator was designed and created by Cameron Knudson, Michael Dodson and David Pollock at Washington State University. Support for development of the Connection Calculator was provided by American Wood Council. Connection Calculator https://www.awc.org/calculators/connectioncalc.160106/ccstyle.asp?des... 1 of 1 11/22/2021, 12:02 PM 289 SCSE A Carver SK-1 Nov 22, 2021 Roof Platform Joist.r3d 290 SCSE A Carver SK-2 Nov 22, 2021 Roof Platform Joist.r3d 291 SCSE A Carver SK-3 Nov 22, 2021 Roof Platform Joist.r3d 292 SCSE A Carver SK-4 Nov 22, 2021 Roof Platform Joist.r3d 293