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CUSTOM DESIGN & ENGINEERING, INC <br /> STRUCTURAL ANALYSIS& DESIGN <br /> BEAM DESIGN <br /> Date: October 5, 2015 <br /> Reference project: 3510 HOYT, EVERETT <br /> Design Beam #1—NOTE THIS BEAM IS DESIGN FOR CODE MINIMUM DEFLECTION CRITERIA <br /> This beam support floor+ dead loads <br /> 364 0 Ibift <br /> L <br /> 14.00' <br /> 2548 3.500 x 11.875,PARALAM 2.0E 2548 <br /> Load duration =Floor Live, CD=1.00 <br /> Live load =40.0,psf <br /> Dead load =12.0,psf <br /> Tributary width =7.00,ft <br /> Beam/Joist span,L =14.00 ft <br /> Design loads MO O <br /> Max total moment,M=w L 2/8=364.00(14.00)2/8=8918 ft-Ib <br /> fbx=M(12)/Sx=8918(12)/(82.3 in 3)=1301 psi z <br /> Max total shear, V=w L/2=364.00(14.00)/2=2548 Ib s `� <br /> AG 36923 <br /> fv=1.5V/A=1.5(2548)/(41.6 int)=91.96 psi �o,�^ L ,� <br /> Max total reaction,R=w L/2=364.00(14.00)/2=2548 Ib SS7UNAL Env` <br /> Beam design-3.500 x 11.875,PARALAM 2.0E <br /> 11006 60TH AVE WEST- MUKILTEO WA 98275 <br /> PHONE (425)343-7517- FAX(425)493-8388 <br />