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, <br /> � <br /> Ct7STOM DESIGN & ENGINEERING, IIVC <br /> STRUCTURAL ANALYSIS& DESIGN <br /> F'b =900(1.15)(1.00)(1.00)(1.00)(1.00)(1.00)(1.00)=1035 psi <br /> F'bx=1035 psi>fbx=605 psi,RESULT=PASS <br /> Check Shear <br /> F'� =F�CD CM Ci CH <br /> F'„ =95(1.15)(1.00)(1.00)(1.00) =109 psi <br /> F'v=109 psi>fv=97 psi, RESULT=PASS <br /> Check Deflection <br /> Max allowed deflection-Total(dead+live),8.00(12)/360=0.267 in. <br /> Beam deflection=0.001 in. <br /> Live+dead load deflection=0.063 in. <br /> Total deflection= �0.064� in.<0.267 in., RESULT=PASS <br /> 11006 60T"AVE WEST- MUKILTEO WA 98275 � '� _ <br /> PHONE (425)343-7517-FAX(425)493-8388 � �� <br />