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19011\\/ood-Sno Road ICE,Suite 100 <br /> B'Th Woodinville,WA 98072-4436 <br /> Phone:425-814-8448 <br /> G Fax:425-821-2120 <br /> Project: Continuous Strip Fooling IBC Section 13.3.2:One-way shallow foundations <br /> 18"wide x 8"thick <br /> Footing width,8 = 18 in <br /> Footing Thickness,t = 8 in <br /> Stem Wall width,C = 8 in <br /> Stem Wall Height= 24 in <br /> Normalweight f, = 2500 psi <br /> Uncoated f y = 40000 $i <br /> Longintudinal Reinforcement: (2) r,114 'v <br /> Bar Diameter= 0.560 in <br /> Bar Area= 0.20 ln2 Strip footing <br /> As = 0.40 In2 <br /> Cover: 3 in <br /> Stem Wall Reinforcement: ti4 •I d7i 24"or Straight Dowels V <br /> Bar Diameter= 0.500 in <br /> Bar Area= 0.20 in2 <br /> As = 0.00 in' <br /> Cover: 3 in <br /> btiv = 12 in(per ft) <br /> d = 4.75 in <br /> Footing+Stem Wall Weight-Weight of Displaced Soil= 240 plf <br /> One-way shear,no shear reinforcement: <br /> [22.5.5.11 Ve = 2A fc b,,d = 5700#per foot length 0 = 0.75 <br /> [22.5.10.11 V, < OVc <br /> (B —C— 1 �V, <br /> V1 = qubw 2 d) __' qu — B—C <br /> qu = 51300 psf bw{ 2 —d} <br /> Max Uniform Load on Stem= 76950 plf [Ultimate] <br /> 48094 pit (Service[ <br /> Moment: <br /> [22.2.1.11 M„ = As fy(d —a/2) = 0.000 k-ft per foot length 95 — 0.90 <br /> Mu <_ omn 2 As fy <br /> qubw{B —C a = = 0.00in <br /> 2 2(PMn 0.85f,'b <br /> 141ubjv{B 2 C�2 <br /> qee - NO MOMENT <br /> Max Uniform Load on Stem= 12000 plf [Ultimate( <br /> 7500 pit (Service) <br /> Development of Reinforcement: <br /> NIA <br /> [25.4.2.31 id = f s fv '1'tK�Ls db = <br /> ` 40 fc OK <br /> b <br /> Allowable Soil Bearing Pressure 1500 psf 2000 psf 2500 psf 3000 psi 3500 psf 4000 psf <br /> Max Uniform Load,Soil 2010 plf 2760 plf 3510 plf 4260 pit 5010 pit 5760 pit <br /> Max Uniform Load,Shear 48094 plf 48094 plf 48094 plf 48094 pit 48094 pit 48094 pit <br /> Max Uniform Load,Moment 7500 plf 7500 pit 7500 plf 7500 pit 7500 pit 7500 pit <br /> Max Uniform Load(Service) 2010 plf 2760 plf 3510 plf 4260 pit 5010 plf 5760 plf <br /> Max Uniform Load(Ultimate) 3216 pif 4416 plf 5616 plf 6816 pif 8016 pit 9216 plf <br /> Max Point Load(Service) 16080# 22080# 28080# 34080# 40080# 46080# <br /> Max Point Load(Ultimate) 26728# 36328# 44928# 54628# 64128# 73728# <br /> Date: 3/I9/2018 <br /> Page: M2.1 <br />