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19011 Wood-Sno Road NE,Suite 100 <br /> Woodinviile,WA 98072-4436 <br /> Phone:425-814-8448 <br /> ENGINEERING Fax:425-821-2120 <br /> Project, Conlinuous Strip Footing IBC Section 13.3,2:One-way shallow foundations <br /> 15"wide x 8"thick <br /> Footing width,8 = 15 inV" <br /> Footing Thickness.t= 8 In <br /> Stem Wall width,C= 6 In <br /> Stem Wall Height= 24 in <br /> Normalweit_ __}I�•(I f. = 2500 pal r, <br /> h ' <br /> Uncoated_._.__ -t-f fr= 40000 psi <br /> Longintudinal Reinforcement: (1) #4 <br /> Bar Diameter= 0.600 in <br /> Bar Area= 0.20 in' Strip roofing <br /> A.,= 0.20 In? <br /> Cover: 3 in <br /> Stem Wall Reinforcement: #4 • @ 36"0c Nook Dowels <br /> Bar Diameter- 0.600 in <br /> Bar Area= 0.20 €n2 <br /> A. = 0.07 Id <br /> Cover: 3 in <br /> bw = 12 In(per(t) <br /> d 4.75 In <br /> Footing+Stem Wail Weight-Weight of Displaced Soil= 183 pif <br /> One-way shear,no shear reinforcement: <br /> [22.5.5.11 V, = 2A f,'bwd = 5700#per toot length = 0.75 <br /> [22.5.10.1] Yu <— qW, <br /> �B—C_ 1Vc <br /> 4ru =9ubw 2 d -' 9u BB—CC <br /> 4u = 61300 psi bu, 2 —d� <br /> Max Uniform Load on Stem- 64126 plf (Ultimate] <br /> E 40078 ptf [Service) <br /> Moment: <br />[ u[22.2.1.1] M �As fY �--az(d �2) = 1.044 k-ft per foot length = 0.90 <br /> p <br /> Mu < 0Mn Asfy <br /> z — <br /> B- C11 a= 0.10 1n <br /> 4ubw 2 1 20Mn 0.85 fc b — <br /> MU= 2 -' Ru =bw(B`C�z <br /> 1 2 <br /> qu 13362 psi <br /> Max Uniform Load on Stem= 16703 pif [Ultimate] <br /> 10439 pif [Service] <br /> Development of Reinforcement: <br /> [25.4.2.31 dd = (T30-JyOtoeos di, _ NfA <br /> b <br /> Allowable Soil Bearing Pressure 1600 psf 2000 psf 2600 psf 3000 psf 3600 psf 4000 psf <br /> Max Uniform Load,Soil 1692 pif 2317 pit 2942 pit 3567 pit 4192 plf 4817 plf <br /> Max Uniform Load,Shear 40078 plf 40078 pif 40078 pif 40078 pif 40078 pif 40078 pit <br /> Max Uniform Load,Moment 10439 plf 10439 plf 10439 pif 10439 pif 10439 pif 10439 pif <br /> Max Uniform Load(Service) 1692 pif 2317 pif 2942 pif 3567 pit 4192 pif 4017 pif <br /> Max Uniform Load(Ultimate) 2707 pif 3707 pif 4707 pif 6707 plf 6747 pif 7747 pit <br /> Max Point Load(Service) 13533# 18533# 235330 28633# 33633# 38633# <br /> Max Point Load(Ultimate) 21663# 29653# 37653# 466634 63653# 61653# <br /> Date:3 31 2022 <br /> M2,1 <br /> Page: <br />