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19011 Wood-Sno Road NE,Suite 100 <br /> Woodinville,\YEA 98072-4436 <br /> Phone,425 814-8448 <br /> Fax:425-821-2120 <br /> ENGINEERING <br /> Project. Continuous Strip Footing IBC Section 13.3.2:One way shallow foundations <br /> 1 5`wide x a"thick <br /> Footing width,B = 15 in <br /> Footing Thickness,t = 8 in <br /> Stem Wall width,C T 6 In <br /> Stem Wail Height W 24 In <br /> Normalweicrht ® rc = 2500 psi <br /> U,nSoated,_ __.__. r.. fy = 40000 psi <br /> Longlntudlnal Reinforcement: (1) #4 <br /> Bar Diameter= 0.500 In <br /> Bar Area= 0.20 in' Stdp footing <br /> A, = 0.20 Ins <br /> Cover: 3 In <br /> Stem Wall Reinforcement: #4 [11 @ 36"00 Hook Dowels_ _ ._V] <br /> Bar Diameter= 0,600 to <br /> Bar Area= 0.20 in2 <br /> A, = 0.07 lr 2 <br /> Cover: 3 in <br /> bw 12 In(per 11) <br /> d 4.75 In <br /> Footing+Stem Wall Weight-Weight of Displaced Soil= 183 plf <br /> One-way shear,no sheer reinforcement: <br /> [22.5.5.1) Vc = 2R fc bwd = 5700#per foot length 0 — 0.76 <br /> (22.5.10.11 V1, :5 q5Vc E- C <br /> Vu =qub�� 2 —d q,t = Vc <br /> —B-C <br />€ qu <br /> 61300 psf bw( 2 —d) <br /> Max Uniform Load on Stem= 64125 pit (Ultimate] <br />[ 40078 plf [Service) <br /> Moment: <br /> [22.2.1.1] Mn =As fy(d--a/2) = 1.044 k-R per foot length 4) = 0.90 <br /> Mu <_ 95Mn 2 '4sfy — 0.10 In <br /> b B—C 2 M a -0.85f�b _ <br /> Qu w( 2 ) n <br /> MU qu <br /> qrr - 13362 psi <br /> Max Uniform Load on Stem= 16703 plf [Ultimate) <br /> 10439 pif (Service) <br /> Development of Reinforcement: <br /> [25.4.2.31 Id =(73 <br /> j�_�yctaK s\db = N/A <br /> 0 ,rl_iy J}/1 <br /> b <br /> Atiowabie Soli Bearing Pressure 1500 pat 2000 psf 2600 pst 3000 psf 3600 psf 4000 psf <br /> Max Unitonn Load,Soil 1692 pif 2317 plf 2942 pit 3567 pit 4192 pit 4817 pit <br /> Max Uniform Load,Shear 40078 pif 40078 pif 40078 pif 40078 pit 40078 pif 40D78 <br /> 39 pif <br /> 1 <br /> Max Uniform Load,Moment 10439 pit 10439 pif 10439 pif 10439 pif 10439 pif 104439 pif <br /> Max Uniform Load(Service) 1692 pif 2317 pif 2942 pif 3567 pit 4192 plf 4817 pif <br /> Max Uniform Load(Ultimate) 2707 pit 3707 pit 4707 pif 6707 pit 6707 pif 7707 pif <br /> Max Point Load(Service) 135334 18633# 236330 28633# 33633# $8633# <br /> Max Point Load(Ultimate) 21663# 29663# 37663# 46663# 63663# 61863# <br /> Date:3L7_/2022 <br /> Page: M2.1 <br />