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r w 19011 Wood-Sno Road NE.Suite 100 <br /> Woodinville,WA 98072-4436 <br /> Phone:425-814-8449 <br /> E NGMEZRDr G Fax:425-821-2120 <br /> Project: Continuous Strip Footing 18C Section 13.3.2.One-way shallow foundations <br /> 15"wide x 8"thick <br /> Footing width,B = 15 in <br /> Footing Thickness,t= 8 in <br /> Stem Wall width,C = 6 in <br /> Stem Wall Height= 24 in <br /> Normalweight G= 2500 psi <br /> Uncoated I fy = 40000 psi <br /> Longintudinal Reinforcement: (1) #4 • <br /> Bar Diameter= 0.500 in <br /> Bar Area= 0.20 in2 Sfrip footing <br /> As = 0.20 in2 <br /> Cover: 3 in <br /> Stem Wall Reinforcement: #4 @ 36"oc Hook Dowels e <br /> Bar Diameter= 0.500 in <br /> Bar Area= 0.20 inz <br /> A.= 0.07 in2 <br /> Cover. 3 in <br /> bw= 12 in(per ft) <br /> d= 4.75 in <br /> Footing+Stem Wall Weight-Weight of Displaced Soil= 183 plf <br /> One-way shear,no shear reinforcement: <br /> [22.5.5.11 V,= 2A f,bw d = 5700#per foot length 0 = 0.75 <br /> [22.5.10.11 Vu 5 OVA <br /> �(B—C— � �iVc <br /> 1u=qu 2 d --1 qu = B—C <br /> qu c 51300 psf bw l 2 —d) <br /> Max Uniform Load on Stem= 64125 pit [Ultimate] <br /> 40078 plf [Service] <br /> Moment: <br /> [22.2.1.11 Mn=AS fy(d—a/2) = 1.044 k-ft per foot length 4 c 0.90 <br /> Mu —< oMn _ 2 _ sJx <br /> / 0.10 in <br /> _q.bw\B 2 Cl _ 20M,� a —0,85f�b — <br /> Mu 2 � q"' ( —C1 <br /> b"(B 2 lZ <br /> qu= 13362 psf <br /> Max Uniform Load on Stem= 16703 plf [Ultimate] <br /> 10439 plf [Service] <br /> Development of Reinforcement <br /> 125.4.2.31 !d = s 'Dr xrrs\db = NIA <br /> 40 f�( b <br /> Allowable Soil Bearing Pressure 1500 psf 2000 psf 2500 psf 3000 psf 3500 psf 4000 psf <br /> Max Uniform Load,Soil 1692 pit 2317 plf 2942 plf 3567 plf 4192 plf 4817 pif <br /> Max Uniform Load,Shear 40078 plf 40078 pif 40078 plf 40078 ptf 40078 pif 40078 pif <br /> Max Uniform Load,Moment 10439 pif 10439 pif 10439 ptf 10439 pif 10439 pif 10439 pif <br /> Max Uniform Load(Service) 1692 pff 2317 plf 2942 ptf 3567 pif 4192 plf 4817 plf <br /> a Max Uniform Load(Ultimate) 2707 pif 3707 pit 4707 plf $707 pif 6707 pif 7707 plf <br /> Max Paint Load(Service) 13533# 18533# 23533# 28533# 33633# 38533# <br /> Max Point Load(Ultimate) 21M# 296W# 37653# 45653# 53663# 61653# <br /> Date:3 f 31/2022 <br /> Page: <br /> M2.1 <br />