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Project:214412 Pege <br /> LARRY LEPOWSKY <br /> Location:MASTER/WIC GIRDER TRUSS D.F.P.PLANNING&DESIGN <br /> Multi-Loaded Multi-Span Beam 9100 BALTIMORE ST or <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (3)1.751Nx18.01Nx29.67FT <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 fully connected to provide unifortn transfer of loads to all members <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.34 IN U1043 <br /> Dead Load 0.52 in <br /> Total Load 0.86 IN U412 <br /> Live Load Deflection Criteria:L/480 Total Load Deflection Criteria:U360 <br /> REACTIONS g � � <br /> Live Load 1284 Ib 1769 Ib <br /> Dead Load 1472 Ib 2478 Ib <br /> Total Load 2757 Ib 4247 Ib <br /> Bearing length 0.70 in 1.08 in <br /> BEAM DATA Center <br /> Span Length 29.67 ft <br /> Unbraced Length-Top 0 ft �•g�R <br /> Unbraced Length-Bottom 29.67 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 UNIFORM LOADS Center <br /> MATERIAL PROPERTIES Uniform Live Load 0 plf <br /> 1.9E Microllam-iLevel Trus Joist Un'rform Dead Load 0 plf <br /> Base Values �iusted Beam Self Weight 30 plf <br /> Bending Stress: Fb= 2600 psi Fb'= 2460 psi Total Uniform Load 30 plf <br /> Cd=1.00 CF=0.95 pO1NT LOADS-CENTER SPAN <br /> Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number Qr�g <br /> Cd=1.00 Live Load 0 Ib <br /> Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Dead Load 1929 Ib <br /> Comp.1 to Grain: Fc-1= 750 psi Fc-1'= 750 psi Location 21.17 ft <br /> Controlling Moment: 27227 ft-Ib TRAPEZOIDAL LOADS-CENTER SPAN <br /> 19.88 Ft from left support of span 2(Center Span) Load Number Qpg � <br /> Created by combining all dead loads and live loads on span(s)2 Left Live Load 80 plf 160 plf <br /> Controlling Shear: -3877 Ib Left Dead Load 30 plf 60 plf <br /> At a distance d from right support of span 2(Center Span) Right Live Load 80 pif 160 pH <br /> Created by combining aq dead loads and live loads on span(s)2 Right Dead Load 30 plf 60 plf <br /> Load Start 0 R 21.17 ft <br /> Comparisons with required sections: Rea'd Provided Load End 21.17 ft 29.67 ft <br /> Section Modulus: 132.79 in3 283.5 in3 Load Len th 21.17 ft 8.5 ft <br /> Area(Shear): 20.41 in2 94.5 in2 <br /> Moment of Inertia(deflection): 2228.68 in4 2551.5 in4 <br /> Moment: 27227 ft-Ib 58128 ft-Ib <br /> Shear: -38771b 179551b <br />