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Y r <br /> 19011 VCrood-Sno Road NE,Suite 100 <br /> ' Woodinville,WA 98072-4436 <br /> w: Phone:425-814-8448 <br /> Fax:425-821-2120 <br /> E NOINEERIN 0 <br /> Project: Continuous Sttip Footing 18C Sectlon 13.3.2:Otte-way shallowfoundations <br /> 15"w1cle x 8"thick <br /> Footing width,8 = 15 in <br /> Fooling Thickness.t = 8 In <br /> Stem Wall width,C = 6 In <br /> Stem Wall Height= 24 in <br /> Normalwei hi V PQ = 2500 psi <br /> Uncoated v fy= 40000 psi <br /> Longintud€nal Reinforcement: (1) #4�� <br /> Bar Diameter= 0.500 In <br /> Bar Area= 0.20 In2 Strlp looting <br /> A.= 0.20 In2 <br /> Cover: 3 in <br /> Stem Wail Reinforcement: _#4_.___L4]@ 36"Or Hook_Dowels <br /> 9ar Diameter= 0.500� <br /> Bar Area= 0.20 In2 <br /> As = 0.07 in2 <br /> Cover: 3 in <br /> bw = 12 in(pet ft) <br /> d = 4.75 In <br /> Footing}Stem Wall Weight-Weight of Displaced Soil= 183 pit <br /> One-way shear,no shear reinforcement: <br /> [22.5.5.1J Vc =22 l bwd = 570D#per toot length 95 = 0.75 <br /> ic <br /> [22.5.10.11 Vu <OVc B—C �VC <br /> Vu = qubw( 2 —d) "y qu — R—C <br /> quo 51300 psf bw 2 —d� <br /> Max Uniform Load on Stem 64125 pit [Uitimalej <br /> 40078 pit [Service] <br /> Moment: <br /> [22.2.1.11 Mn =AS fy(d—a/2) = 1.044 k-ft per foot length = 0.00 <br /> Ma C OMn C 2 _ Asfy — 0.10 In <br /> _qubw(Li ) 2,kMu a 0.85 f,,b — <br /> Mu — 2 a qu ((B—C 2 <br /> bw <br /> qt, - 13362 psf <br /> Max Uniform Load on Stem= 16703 plf [Ultimate] <br /> 10439 pit [Service] <br /> Aevelopment of Reinforcement: <br /> �[25.4.2.3] Id = 3 — db = NIA f� bdb �} <br /> Allowable Soil Bearing Pressure 1600 psf 2000 psf 2600 psf 3000 psi 3500 p51 4000 psi <br /> Max Uniform toad,Soil 1692 pit 2317 pit 2042 pif 3567 pit 4102 pif 4917 pit <br /> Max Uniform Load,Shear 40078 pif 40078 plf 40078 plf 40078 pif 40078 plf 40078 pit <br /> Max Uniform Load,Moment 10439 pif 10439 pit 10439 pit 10439 pif 10439 pit 10439 pif <br /> Max Uniform Load(Service) 1692 pif 2317 pif 2942 pif 3667 pif 4192 pit 4817 pif <br /> Max Uniform Load(Ultimate) 2707 pif 3707 pit 4707 pif 6707 pif 6707 pit 7707 pit <br /> max Point Load(Service) 13533# 18633# 23633# 28633# 33633# 36533# <br /> Max Point Load(Ultimate) 216530 29653# 37663# 466634 63663# $1663# <br /> Date: 1 2022 <br /> M_1 <br /> Page: - <br />