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19011 Wood-Sno Road NE,Suite 100 <br /> B <br /> .Y <br /> Woodinville,WA 98072-4436 <br /> Phone:425-814-8448 <br /> TdGI `IEERIr. Fax:425-821-2120 <br /> Project: Continuous Strip Footing IBC Section 13.3,2:One-way shallow found allons <br /> 15"wide x 8"thick <br /> Footing width,8 = 115 in <br /> Footing Thickness,t = 8 In <br /> Stem Wail width,C = 6 In <br /> Stem Wail Height= 24 in <br /> Normatwei ht v r. = 2600 psi <br /> Uncoated 1,. = 40000 psi +r, <br /> Longintudinal Reinforcement: (1) #4 j - <br /> Bar Diameter= 0.60D In <br /> Bar Area= 0.20 In Strip footing <br /> A, = D.20 in' <br /> Cover: 3 in <br /> Stem Wall Reinforcement: 414 @ 36"oc Hook Dowels <br /> Bar Diameter= 0.600 in <br /> Bar Area= 0.20 in' <br /> A a= 0,07 In <br /> Cover: 3 In <br /> bw = 12 in(per ft) <br /> d = 4.76 in <br /> Footing+Stem Wall Weight-Weight of Displaced Soil= 183 pit <br /> One-way sheer,no shear reinforcement: <br /> [22.5.5.11 Vc =2A l bwd — 5700#per foot length — 0.76 <br /> [22.5,10.11 V,r c 014, <br /> B-C 0Ve <br /> Vu --4ubw 2 d -' Qu B-C <br /> au - 51300 pst bw( 2 -d <br /> Max uniform Load on Stem= 641125 pif [Ultimate] <br /> 40078 pif [Service] <br /> Moment: <br /> [22.2.1.1] Mn =As fy(d—n/2) = 1.044 k-it per foot length 0.90 <br /> Mu ^ om 2 _ fy 0.10 In <br /> <qubw lB 2 C) 20M„ a r AS <br /> 0.85flb = <br /> Mu = —r <br /> 2 4u <br /> — bw 1 C <br /> j au 13362 pst <br />( Max Uniform Load on Stem= 16703 pit [ultimate[ <br /> 10439 pif [Service] <br />[ Development of Reinforcement: <br /> [25.4.2.3] Id = (40 <br /> 3 Irec+GKt db = N/A <br /> Iikb <br /> b <br /> Allowable Soil Bearing Pressure 1600 psf 2000 psf 2600 psf 3000 psf 3500 pet 4000 psi <br /> Max Uniform Load,Soil 1692 pif 2317 pif 2042 pif 3567 pit 4192 pit 4817 pif <br /> Max Uniform Load,Shear 40078 pif 40078 pif 40078 pif 4007E pif 40078 pif 40D78 plf <br /> Max Uniform Load,Moment 10439 pif 10439 pif 10439 pif 10439 plf 10439 pit 10439 pif <br /> Max Uniform Load(Service) 1692 pif 2317 pif 2942 plf 3667 pif 4192 pif 4817 pif <br /> Max Uniform Load(Ultimate) 2707 pif 3707 pit 4707 pif 6707 pif 6707 pif 7707 pit <br /> Max Point Load(Service) 13533# 18533# 25633# 28553# 35533# 38533# <br /> e Max Point toad(Ultimate) 21663# 29653# 37663# 46663# 63663# 61663# <br /> Date:U31 L2022 <br /> Page: M2.1 <br /> r <br />