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HomeMy WebLinkAboutRS071452 - CALCSARDESHIR BAHAR ARCHITECT AIA Structural Calculation For Mr. and Mrs. Navid Zamani's House Addition Tract 16482 Lot 10 9 Currents Newport Coast, Ca THE METROPOLITAN 2253 Martin #419 Irvine, CA 92612 PH: 949-955-3434 Fax: 949-852-9522 To e-x 0/•>-4/- 0 CJI L1- Lo.t4 4o re,_ 111 TeirAt, Lo,c 2 t• C-% :C.: LO/ , 0 x I x I , ( "2> It) x a, IL V C --- (A) A-LL crt,)4t?.,L,E. , L 17 (4-0 77 42,45, 8 r-ZA- A ( 0 cl '171,Lp (ocf-o3 x AA 6_7?) o '2. 1;)r. 2_ 50 r.t. 6))0K8,...t x (7- .>\ - -t. (04- 3- 2 2.)( ( c;) ez• (oa. Beams are c 5,1-•C, 1,-D12 (c)'>t sz•-•- (t)-4.0 Ict 0\ \ )c\- GO, • pLt... F7, 5 I 77 . C-- ( p...reTt 13 - tAAAY, "="1 x L-c)ADcr-i OAMaL,A bc_r_t_tecT(01..) 0,4:k )-,k v.._ )Jr) r!LT* CP.s."g. (An lei AA• 1,3 leg (-)--c- 000 r ct (0 c: ?;- 4¼ASD vvk 0 tc_ ® skAkQ-- a VA 741,, L 11 r c6 CAD .x,LotG Co Lt,,.Lt 0 L-4 (.0 mc-ro C5,-) ).„.(...x>6) 0 (( ( 08.1 oBA7 •:•_ 2. rre) ••••••••=INI.. • (k o is) .L0 06) p, cc-r'd (.(5.0 Company . Designer Job Number Sept 28 2007 6:30 Ptvi Checked By: Basic Load Cases 1- BLC Description di Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Me... Surface DL -1 1._. 3 lateral LL EL 1 1 Joint Coordinates and Temperatures Y Ift z Temp IF1 Detach From Dlap... 1 N1 0 0 0 0 2 N2 0 13 0 0 .,,.... 3 N3 16 13 0 0 4 N4 : 16 0 0 0 _ ....'. . 5 N5 0 0 0 0 Envelope Joint Displacements 1 Joint X [in] Ic N1 max 0 Y [in] Ic Z [in] 0 0 1 Ic X Rotation ... Ic Y Rotation ... Ic Z Rotation [... Ic 1 0 1-3.192e-3 1 1 0 3 N2 min max 0, .423 1:; 1 0 -.002 1 1 0 0 1 1 0: 0 1' 1 0 5 N3 mine max min, .421 ,421 1 1 -,002 -.005 -.005 1 1 1.:. 0 0 0 1 1 0 0 0 1 1 1 0 0>, 1 1^ 1 1 -3.192e-3 -1.729e-3 1 1 1':729e-3 -3.608e-4 3:608e-4 1:.. 1 1 7 N4 max 0 1 0 1 0 1 0 1 0 1 min 1 0 0: 1>4 -3.817e-3 ,.3.8,17e-3 1 1. 9 N5 max 0 1 0 1 0 1 0 1 0 1 0 1 >1 min 0 0 1 0 1 ,14 0 Envelope Joint Reactions Ic Ic Ic MX Ik-ft1 Ic -ftl Ic MZ Ik-ft Ic 1 N1 max -.968 1 2.857 1 NC NC NC NC NC NC 0 1 2 min -.968 1 2.857 `' 1 NC NC NC .NC , NC .,P.y NC . ;0 1 3 N4 max -2.131 1 7.341 1 NC NC NC NC NC NC 0 1 ''4 min 2.131 .: 1 7.341 1 NC ' NC NC NC NC NC 0 1 5 Totals: max -3.099 1 10.198 1 0 1 6 min 3099.;:: 1 10.198 1 0 1 Load Combinations Description SolvePD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor DL+LL+Late... Yes 1 1 2 1 3 1 J Joint Loads and Enforced Displacements (BLC 3 : lateral) 1 1 1 Joint Label L,D,M N2 L Direction Magnitude[k,k-ft in.rad k*s^2/ft] 2 Member Distributed Loads (BLC 1 : dl) 1 Member Label M2 Direction Start Magnitude[k/ft d..End Magnitude[klft,d... Start Location[ft,%] End Location[ft,%J -.5 -.5 0 0 RISA-3D Version 5.6 [C:\Scratch\RISA\untitied.r3d) Page 1 Company Designer Job Number Member Primary Data Sept 28 2007 6:30PM Checked By: 1 M1 _ . _.... N1 N2_ ,.,,,,,,,, ---- ,.,,,,.„,,,,...,, Qcckivniondpe W14X26 uesion List -None ...- Type Column Material 2' M2 N2 N3 1N14X26 None Beam ----A992 1A992 3 M3 N3 N4 _ W14X26 None Column A992 4.. M4 N1 N1 " HR1A :. Wide Flange D., Beam` A36 Gr.36 Des .n Rules Default Default Default T • ical RISA-3D Version 5.6 [C:\Scratch\RISA\untitled.r3d] Page 2