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f . . • <br /> ETS�LIs&h�I' Tacoma,Washington Designed: OMA Date: 11/1/2022 Project Number: 19.933 <br /> A 253-474-9449 Checked: CJT Date: 11/4/2022 28 <br /> Project: Emerald Court Carports <br /> CHECK MOMENT CAPACITY OF CONCRETE CAISSON: Rv.P1,V- <br /> SECTION MODULUS OF i r5v.wih <br /> S:= - •(28 in)3 =2155.133 in3 CONCRETE CAISSON 4' >I <br /> 32 }44,-.1.1-oe <br /> pesisu , <br /> ALLOWABLE BENDING <br /> i A <br /> M,,� :=c•5•V2500 psi.S=26.939 kip•ft CAPACITY OF y f s x <br /> CONCRETE PER ACI !� A <br /> 14.5.2.1 22 I a eet. <br /> 4 irr <br /> M,,:=max(1.25 VE•h, Vw•h+Mw)=13.178 kip•ft <br /> CAISSON CHECK:=if(Mu<OK,"CAISSON ADEQUATE","CAISSON N.G.") <br /> CAISSON CHECK="CAISSON ADEQUATE" <br />