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Home My WebLink AboutS2021-0161 - CalcsRAW Civil Design Designed by Ryan A. Walker Retained Height Wall height above soil Slope Behind Wal Height of Soil over Toe Soil Density Wind on Stem 0.00 R 100:1 = 0.50 in 110.00 pcf 0.0 psi s202�-010 � Title : 726 Bison Job# .2021-18 Dsgnr. Ryan Wai Date: OCT21,2021 Description.... r�..rle.,e.ed Ratainina Walt Desian Retainpro Professional 5.0.7. 8 -Jul -99. (c) 1989-99 Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel FootmgiiSoil Frictior Soil height to ignore far passive pressure = r,ovu.0 psi Method 35.0 psl1ft 35.0 psf/ft = 250.0 psfift 0.0 ft 0.300 = 0.00 in Min. As % Toe Width Heel Width Total Footing Widt) Footing Thickness 0.0018 1.50 ft = 0.67 12.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance Rom Toe = 0.00 ft Cover @ Top = 2.00 in @ Btm = 3.00 in Design Summary Stem Construction Top Stem Stem OK Tofai Bearing Load = 1,081 lbs Design height R= 0.00 ace. = 0.19 in Wall Material Above "HC = Masonry ...resultant Thickness = 8.00 Soil Pressure @ Toe = 521 psf OK Rebar S¢e = # 4 Soil Pressure @ Heel = 477 psf OK Rebar Spacing = 16.00 Allowable = 1,500 psi Rebar Placed at = Edge Soil Pressure Less Than Allowable Design Data ACI Factored @ Toe = 434 psf Po/FB+falFa = OAl2 ACI Factored @ Heel = 398 psf Total Force @ Section lbs= 280.0 Footing Shear @ Toe = 3.0 psi OK Moment...Actual R-#= 373.3 Footing Shear @ Heel = OA psi OK Moment.... -Allowable = 905.4 Allo7li = 93.1 psi Shear.... Actual psi= 4.9 Walt Silobvity Ratios Shear....Allowable psi= 19.4 Overfuming = 2.60 OK 0.75 UNSTABLEI Bar Develop ABOVE Ht. in= 20.00 Sliding - Sliding Calm Slab Resists All Sliding I Bar LaptHook BELOW HL in= 6.00 78.0Rebar Lateral Sliding Force = 418.5 lbs wall Weight Depth 'd' in= 5.25 Masonry Data I'm psi= 1,500 Fs - psi= 20,000 Solid Grouting = Yes Special Inspection - No Footing pes gn Results Modular Ratio' n' = 25.78 Toe Heel Shod Tenn Factor = 1.000 Factored Pressure = 434 398 psf 0 ft-# Equiv. Solid Thick. in= Masonry Block Type = Medium 7.60 Weight Mu': Upward = 590 = 301 oft-# Concrete Data Mu': Downward Mu: Design = 290 0ft-# psi= F psi= y Actual 1 -Way Shear = 3.02 0.00 psi Alkrw 1 -Way Shear = 93.11 0.00 psi OtherAcceptabteSix" i Spacings Toe Reinforcing = None Speed Toe: Not req'd, Mu < SFr Heel: Not req'd, Mu < S' Fr Heel Reinforcing = None Speed = None Speed Key: No key defined Key Reinforcing BUILLNU UMSION Scanned with CamSca jam A. Walker Title :726 Bison Job# .2021-18 Dsgnr. Ryan Wal Date: Description....OCT 21,2021 �anlueVeretl Ketaining Wall Deign RetainPro Pmfessiona15.0.7, BJUF99, c 19y^uP nary of overturning & Resistin FForeas & Memonfs (> 69-99 Vertical Loads used for Soil Pressure = 1,081.2 lbs Vertical component of active pressure used for soil pressure Force -.....---..... Distance Moment Itemlbs It ft-# Heei Active Pressure = 437.5 1.67 729.2 Toe Active Pressure = -19.0 0.35 -6,6 Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = 0.00 Load @ Stem Above Soil = 6.9 0.75 5,2 Total = 418.5 O.T.M. = 722.6 ResistinglOvertuming Ratio 312.0 1.63 572.0 Footing Weight = 2.60 Vertical Loads used for Soil Pressure = 1,081.2 lbs Vertical component of active pressure used for soil pressure Scanned with CamSca Force.__._....,,..... bs Distance Moment Soil Over Heel = ft h-# Sloped Soil Over Heel = Z. 17 Surcharge Over Heel = 2 17 Adjacent Footing Load = Axial Dead Load on Stem= Soil Over Toe 0.00 _ Surcharge Over Toe _ 6.9 0.75 5,2 Stem Weight(s) Earth @ Stem Transitions__ 312.0 1.63 572.0 Footing Weight Key Weight = 325.0 1.08 352.1 Vert. Component_ - 437.3 2.17 947.6 Total= 1,081.2 lbs R.M.= �8 Scanned with CamSca 8.in Mas wl #4 @ 16:m a/c Solid Grout. 1 " Sliding Resbmird • • #o@o.in @Toe Oesignerselect #g@g.in all horiL rein(. @ Neel See Appendix A 3" Scanned with CamSca 2 314" ft 3" Scanned with CamSca Pp- 135.633 1437.5# P47719PIf 520.85psf Scanned with CamSca RAW Ch+l Design Des iliwal by Ryan A, WOlker Title • 726 Been Joh a . 2021-10 Darer. Ryan Wal Date: OCT 20,2021 Descriptiar..., C:IGEEK 5.03, 6,du09, Rosined Height= 4 Allow Sod Ilemag = 1,500 0 psi re = 3,000 psi Fy -- 60,000 Psi Wall hi above sal + -Al 0.00 ft Ehumeknu Flees Ihresure Rlnihaf Mu': Upward = Min. As'N, - 0.0018 ,-a," Oehwtl wall = 1.00: 1 Fhrl Acew FYussure Ta: Active f5nasure - 350 Psuft 35.0 psiln_ Ton W With = 1.50 it Height of Sad 0K Toe 0.. 50 in Passat 1`mssum 250.0 psfift deet Vt Total rooting Width _ 100 Sa6 Density = 110.W pdFooting LVaW height over heel n,g it -Thickness Medium Weigh( Concrete Data Pmfig111Sail Fdctk+r = 0.300 psi = = 12g0m vii on Siem = 0 0 psf Sod hehlht to k)nme Key Widlh = 12.00 in hx prier Pressler 000 in Key Depth - 6.00 in Key Distance from Toe 1.50 it Cover@Top = 2.00in Qe Btm.= 3.001n Design Summary j f Stem Constructlon r Top srom TdM BenrDrg load 2.272 Design height Sim OK a= 0.00 _ ninat N act. 2.W in Wall Material Abow Tit' = Masonry Sob Pmrvre @Ton = 1,435 psi OK Th ckm s Rebar Size 12.00 a 5 Sal Ptessum @ heel - 382 psf OK Rebir.Spa Spacing - 16.00 A6ownWc 1,500 PSI Sed Pressure Less Thin AOawablo Robar Placed of Edge ACI Factored C Too = 1,139 psi Design Data ACI Factored @ Heel = 3g4 psi IWFB a rafFa - 0.525 Total Force @ Section lbs= 739.3 Feeling Shear@ Toe - 9.9 psi OK Moment ..Actual ftai = 1,602.0 Footing Shear .@ Hari = 00 psi OK Mumenl...,.AllOwable = 2,563.0 Allowable ' 811 psi Shear...,. Actual psi= 7.5 Wall Stability Ratios dn= 1.93 OK Sheac.... Allowable psi = 19.4 Sliding 0.76 UNSTABLEI Bar Dewlap ABOVE Ht. in = 25,00 Sliding Cale Slab Resists Ad Sliding I Bar Lap/Hook BELOW HI. in= 6,00 Lateral Sliding Fore = 965.4 Ibs Wall Weight = 124.0 Footing Design Results in= 9.00 Too Heal Factored Pressure = 1,139 304 psi Mu': Upward = 1,445 0114 Mu` : Downward 331 0 eai Mu: Design = 1.114 084 Actual I-way Shear - 9.88 0.00 psi Allow I-way Shear - 93.11 0.00 psi Teo Reinforcing = Nene Speed Had Reinforcing = None Spedd Key Rakrtorcing = None Speed Rebar Depth 'd' in= 9.00 Masonry Data fm psi= 1,500 Fs psi= 20,000 Solid Grouting = Yes Special inspection - No Modular Ratio'rf = 25.78 Short Tem( Factor = 1.000 Equiv. Solid Thick. In- 11.60 Masonry Block Type = Medium Weigh( Concrete Data rc psi = Fir psi = Other Acc rpUb6e Sims 8 Spacings Toe: Not req'd, Mu<S'Fr Heel: Not mq'd, Mu < S • Fr Key: Slab Resists Sliding • No Force on Key Scanned with CamSca RAW CNA D"Jgn Drs,grx,d trf Ryan A 1X~ 11sm HM Acfi" Pra. r: _ Toe Arave Premum = SrrUsrge Over Too = Adjacent Foote*? Load = Added Lateral Load = Load G Stam Above Sal = Force Dismnco Moment fibs It 114 981.4 2-50 2.460.9 -19.0 0.35 -6.6 Twat = 965.4 O.T.M. = 2.454.3 Resistingfovortuming Ratio = 1.93 VMiolLoads used for Sal Pressure= 2,271.9 His V,YSMl mmponom Of active pressure used for sal pressure TOM ; 726 Olson Jobs .2021-10 Dsgnr. Ryan Wal Onto: OCT 20,2021 Description.... 19855-99 Scanned with CamSca Fonio Distance Momont lbs 11 nx Soil Ovor Heel = 2.50 Sloped Soil Over Heel 2.50 Surcharge Over Heel — Adjacent Fooling load = Axial Dead Load an Stem = 0.00 Soil Over Toe = 6.9 0.75 5.2 Surcharge Over Toe _ Stem Weight(s) 806.0 2.00 1.612.0 Earth ® Stem Transitions = Footing Weight = 375.0 1.25 468.7 Key Weight = 100.0 2.00 2000. Vert. Component 984.0 2.50 2,460.0 Total = 2,271.9 lbs RM.= 4,745.9 Scanned with CamSca @Toe Designer select 90@0.in all hodz, retnL @ Heel See Appendix A 'I'-6" 2'-6" Scanned with CamSca Pp= 364.8# 382.d3psf 1435.1psf I Scanned with CamSca