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�. 19011 Wood-Sno Road NE,SWtc 100 <br /> Woodinville,WA 98072-4436 <br /> - Phone:425-814-8448 <br /> E NGI IN EERIP:G Fax:425-821-2120 <br /> Project: Continuous Strip Footing IBC Section 13.3.2:one-way shallow foundations <br /> 15'vide x 8"thick <br /> Footing width,8 = 15 in - <br /> Footing Thickness,t= 8 In .. <br /> Stem Wall width,C = 6 In <br /> Stem Wall Height= 24 In <br /> Normalwelght _-_ v f c = 2500 psi <br /> Uncoated ]-1 fy = 40000 psi <br /> LongiMudinal Reinforcement: (1) 14 <br /> Bar Diameter= 0.600 In <br /> Bar Area= 0.20 in2 Strip footing <br /> A, = 0.20 in' <br /> Cover: 3 in <br /> Stem Wall Reinforcement: #4 @ 36"oc Hook Dowels <br /> Bar Dlemeter= 0.500 in <br /> Bar Area= 0.20 in2 <br /> A, = 0.07 in' <br /> Cover: 3 in <br /> bw = 12 In(per fl) <br /> d = 4.75 in <br /> Footing+Stem Wall Weight-Weight of Displaced Soll= 183 plf <br /> One-way shear,no shear reinforcement: <br /> [22.5.5.11 Vc =2A fe b,,,d = 5700#per foot length — 0.75 <br /> [22,5.10.1] Vu <— OVc <br /> Vu = qubw 2 d ­1 qu =—B—C <br /> qu = 51300 psf bw{ 2 —d) <br /> Max Uniform Load on Stem= 64125 pif [Ultimate) <br /> 40078 pif [Service] <br /> Moment: <br /> ]22.2.1.1] M11 =As fy(d—a/2)= 1.044 Ic fl per foot length W 0.90 <br /> ((Omn Cl l 0.10 In <br /> Mu =<_q"bw lB 2 2 — 2g3Mn a — 0 85 sty flb <br /> u 2 qu CB—C 2 <br /> 2 ) <br /> qu = 13362 psf <br /> Max Uniform Load on Stem= 16703 pit [Ultimate) <br /> 10439 pit [Service] <br /> Development of Reinforcement: <br /> [25.4.2.3] Id =(73 �-�r'uX�s db WA <br /> _a Ie'W b <br /> Allowable Soil Bearing Pressure 1600 pal 2000 pet 2500 pat 3000 psf 3600 psf 4000 psf <br /> l Max Uniform Load,Sall 1692 pif 2317 pit 2942 pif 3567 pif 4192 pif 4817 pif <br /> Max Uniform Load,Shear 40078 plf 40078 pif 40078 pif 40078 plf 40078 pif 40078 pif <br /> Max Uniform Load,Moment 10439 pif 10439 pif 10439 pif 10439 pit 10439 plf 10439 pif <br /> Max Uniform Load(Service) 1692 pif 2317 pif 2942 pif 3567 pif 4192 pif 4817 pif <br /> Max Uniform Load(Ultimate) 2707 pif $707 pif 4707 pit 6707 pif 6707 pif 7707 pif <br /> Max Point Load(Service) 13533# 18533# 23533# 20533# 33533# 33533# <br /> Max Point Load(Ultimate) 21063# 29653# 37663# 46663# 53663# 61663# <br /> Date:3L31/2022 <br /> Page: M2.4_- <br />