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SiLIshil)Et, <br /> T253aco474 ma,Washington9449 Designed: OMA Date: 11/1/2022 Project Number: 19.933 <br /> 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 /> Pbearing:=1.2 Po+1.6 Psror=13873.152 lbf bearing load on concrete <br /> P plft:=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 /> 4:=1.75 ft post embedment length <br /> f,:=2500 psi concrete design strength <br /> u:=0.9 (0.9 fr-95 psi)=1939.5 psi average ultimate bond stress <br /> A:=2 (4 in+6 in)•4=420 id bond surface area <br /> Fallow:=1 u•A=271.53 kip <br /> 3 max(Pbearing l Puplift) =5.1% <br /> Fallow <br /> Concrete Bearing: <br /> Mw <br /> 1.25 max(VE, Vw+ <br /> B,,:= 2 h •\2 (e+hl=15.664 kip bearing demand <br /> 3 (e ` lJ <br /> 0:=0.6 safety factor <br /> 0Bn:=0•0.85. 1 (e•(4 in)•f'a=35.7 kip B <br /> 3 a =44% <br /> ,,P P M 49E3, <br /> t,, <br /> v*.W <br /> Mw,ME <br /> S 5 _ <br /> a - ->L_ <br /> «nm y <br />