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Eg9 Sills&hill Tacoma,Washington Designed: OMA Date: 11 1 2022 Project Number: 19,933 <br /> 253-474 9449 Checked: CJT Date: 11 4 2022 27 <br /> Project: Emerald Court Carports <br /> MEMBER CHECKS, CONTINUED <br /> CHECK OF POST EMBEDMENT IN FOOTING <br /> Loading: <br /> depth:=2 ft <br /> Pbeoring:=1.2 Po+1.6 Pstot=13873.152 lbf bearing load on concrete <br /> Puplift:=0.9 Po+1.0 Pw=-1243.631 lbf uplift load on concrete <br /> Mw=10.607 kip-ft wind moment at footing <br /> ME=6.585 kip-ft seismic moment at footing <br /> Concrete Bond Strength: <br /> 1e:=1.75 ft post embedment length <br /> f',:=2500 psi concrete design strength <br /> u:=0.9 (0.9 f'r—95 psi =1939.5 psi average ultimate bond stress <br /> A:=2 (4 in+6 in)•le=420 in' bond surface area <br /> Pallow:=1 u•A=271.53 kip <br /> 3 max(Pbeoring1 Puplift <br /> =5.1% <br /> Pallow <br /> Concrete Bearing: <br /> 1.25 max VE, VW+ MW <br /> Bu:= 2 h 2 le+hl=15.664 kip bearing demand <br /> 3 le J <br /> 0:=0.6 safety factor <br /> OBn:=0-0.85.1 1e•(4 in)•f'c=35.7 kip <br /> 3 B"—=44% <br /> P-111 Pwrn O Bn <br /> �W��E <br /> MM ME <br /> T1\i <br /> .atn <br />