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page <br /> Project:214412 LARRY LEPOWSKY <br /> Location:FR.PORCH HIPSET GIRDER TRUSS D.F.P.PLANNING 8�DESIGN <br /> MuRi-Loaded MuRi-Span Beam 9100 BALTIMORE ST m <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.751Nx11251Nx17.33FT <br /> 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.113.0 12/9/2014 9:11:44 AM <br /> Section Adequate By:36.7% <br /> Controllin Factor:Deflection <br /> CAUTIONS <br /> *Laminations are to be fully connected to provide uniform transfer of loads to all members <br /> DEFLECTION3 Center LOADING DIAGRAM <br /> Live Load 0.28 IN L/735 <br /> Dead Load 0.14 in <br /> Total Load 0.42 IN U492 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTION3 A � <br /> Live Load 953 Ib 953 Ib <br /> Dead Load 471 Ib 471 Ib <br /> Total Load 1424 Ib 1424 Ib <br /> Bearing Length 0.54 in 0.54 in <br /> BEAM DATA Center <br /> Span Length 17.33 ft <br /> Unbraced Length-Top 0 ft ��'�R <br /> Unbraced Length-Bottom 17.33 ft <br /> Live Load Duration Factor 1.00 <br /> Notch De th 0.00 UNIFORM LOADS ent r <br /> MATERIAL PROPERTIES Uniform Live Load 110 plf <br /> 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 42 plf <br /> Base Values Adiusted Beam Self Weight 12 plf <br /> Bending Stress: Fb= 2600 psi Fb'= 2623 psi Total Uniform Load 164 plf <br /> Cd=1.00 CF=1.01 <br /> Shear Stress: Fv= 285 psi Fv'= 285 psi <br /> Cd=1.00 <br /> Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi <br /> Comp.1 to Grain: Fc-1= 750 psi Fc-1'= 750 psi <br /> Controlling Moment: 6168 ft-Ib <br /> 8.66 Ft from left support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)2 <br /> Controlling Shear: 1281 Ib <br /> At a distance d from left support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)2 <br /> Comparisons wkh required sections: Rea'd Provided <br /> Section Modulus: 28.22 in3 73.83 in3 <br /> Area(Shear): 6.74 in2 39.38 in2 <br /> Moment of Inertia(deflection): 303.76 in4 415.28 in4 <br /> Moment: 6168 ft-Ib 16137 ft-Ib <br /> Shear: 7281 Ib 7481 Ib <br />