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Project:214412 page <br /> LARRY LEPOWSKY <br /> Location:GRT.ROOM/HALL GIRDER TRUSS D.F.P.PLANNING 8 DESIGN <br /> Mutti-Loaded Multi-Span Beam 9100 BALTIMORE ST or <br /> [2006 International Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (3)1.751Nx16.01Nx20.67FT <br /> 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.113.0 12/9/2014 9:11:43 AM <br /> Section Adequate By:14.5°� <br /> Controllin Factor:Deflection <br /> CAUTIONS <br /> "Laminations are to be full connected to provide uniform transfer of loads to all members <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.41 IN L/599 <br /> Dead Load 0.19 in <br /> Total Load 0.60 IN U412 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS A � <br /> Live Load 3639 Ib 3639 Ib <br /> Dead Load 1642 Ib 1642 Ib <br /> Total Load 5281 Ib 5281 Ib <br /> Bearing Length 1.34 in 1.34 in <br /> BEAM DATA Center <br /> Span Length 20.67 ft <br /> Unbraced Length-Top 0 ft zo.s�rt <br /> Unbreced Length-Bottom 20.67 ft <br /> Live Load Duration Factor 1.00 <br /> Notch De th 0.00 UNIFORM LOADS n r <br /> MATERIAL PROPERTIES Uniform Live Load 40 plf <br /> 1.9E Microllam-iLevel Trus Joist Unfform Dead Load 15 plf <br /> Bese Values g�iusted Beam Self Weight 26 plf <br /> Bending Stress: Fb= 2600 psi Fb'= 2500 psi Total Uniform Load 81 plf <br /> Cd=1.00 CF=0.96 TRAPEZOIDAL LOADS-CENTER SPAN <br /> Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number Qpg Tw� Three <br /> Cd=1.00 Left Live Load 350 pff 300 pH 350 plf <br /> Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Left Dead Load 132 plf 113 plf 132 plf <br /> Comp.1-to Grain: Fc-1= 750 psi Fc-1'= 750 psi Right Live Load 350 plf 300 pff 350 pff <br /> Controlling Moment: 26603 ft-Ib Right Dead Load 132 plf 113 plf 132 plf <br /> 10.34 Ft from left support of span 2(Center Span) Load Start 0 ft 2.5 ft 18.17 ft <br /> Created by combining all dead loads and live loads on span(s)2 Load End 2.5 ft 18.17 ft 20.67 ft <br /> Controlling Shear: 4582 Ib Load Len th 2.5 ft 15.67 ft 2.5 ft <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 with required sections: Rea'd Provided <br /> Section Modulus: 127.69 in3 224 in3 <br /> Area(Shear): 24.12 in2 84 in2 <br /> Moment of Inertia(deflection): 1564.9 in4 1792 in4 <br /> Moment: 26603 ft-Ib 46670 ft-Ib <br /> Shear: 45821b 159601b <br />