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t�STOM DESIGN & ENGINEERING, IIVC <br /> STRUCTURAL ANALYSIS& DESIGN <br /> Live load =473.0, psf <br /> Dead load =0.0,psf <br /> Tributary width =1.00,ft <br /> Beam/Joist span,L =8.00 ft <br /> Point load(D+L)=2700.0,Ib <br /> Beam/loist span,L =8.00 ft <br /> L =8.00 ft <br /> Ls =1.52 ft <br /> Lz =6.48 ft <br /> Design loads <br /> Max moment,M=6114 ft-Ib <br /> Min moment,M=0 ft-Ib <br /> Shear @ left supt, V=4079 ft-Ib <br /> Shear @ right supt, V=-2405 ft-Ib <br /> Deflection=70317535/E 1 in(As a function of stiffeness) <br /> fbx=M(12)/Sx=6114(12)/(121.2 in3)=605 psi <br /> Reaction R,a =4079 Ib <br /> Reaction Ra =2405 Ib <br /> Max shear, V=4079 Ib <br /> fv=1.5V/A=1.5(4079)/(63.3 inZ)=96.73 psi <br /> Beam design-6 x 12,DF No 2 <br /> Beam/Joist properties <br /> Area=63.25 in2 <br /> Sx=121.229 in3 <br /> Ix=697.0677 in4 <br /> E=1.60x106psi <br /> Check eending <br /> C�=1.00 <br /> CM=1.00 <br /> Ce =1.00 <br /> Cf =1.00 <br /> C� =1.00 <br /> C� =1.000 <br /> F�b =Fb CD CM Ci CL Cf Cr Ci <br /> .ur'""...._..._.. <br /> 11006 60T"AVE WEST- MUKILTEO WA 98275 <br /> PHONE (425) 343-7517- FAX(425)493-8388 `� <br /> .�✓ <br /> � <br /> � <br /> �� <br />