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page <br /> Project:214412 LARRY LEPOWSKY / <br /> Location:GRT.ROOM MONO GIRDER TRUSS D.F.P.PLANNING 8�DESIGN <br /> Mutti-Loaded Mufti-Span Beam 9100 BALTIMORE ST or <br /> [2006 International Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.51Nx3.51Nx6.OFT <br /> #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.113.0 12/9/2014 9:11:43 AM <br /> Section Adequate By:21.7% LOADING DIAGRAM <br /> Controlling Factor:Deflection <br /> DEFLECTIONS Center <br /> Live Load 0.12 IN U617 <br /> Dead Load 0.05 in <br /> Total Load 0.16 IN U438 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS A $ <br /> Live Load 240 Ib 120 Ib <br /> Dead Load 96 Ib 51 Ib <br /> Total Load 336 Ib 171 Ib <br /> Bearing Length 0.26 in 0.13 in <br /> BEAM DATA Center g ft <br /> Span Length 6 ft <br /> Unbraced Length-Top 0 ft <br /> Unbraced Length-Bottom 6 ft UNIFORM LOADS nt r <br /> Live Load Duration Factor 1.00 Unfform Live Load 0 plf <br /> Notch Depth 0.00 Un'rform Dead Load 0 plf <br /> MATERIAL PROPERTIES Beam Seff Weight 2 plf <br /> #2-Spruce-Pine-Fir Total Unifortn Load 2 plf <br /> Base Values BSljSd�S@d TRAPEZOIDAL LOADS-CENTER SPAN <br /> Bending Stress: Fb= 875 psi Fb'= 1313 psi Load Number Qpg <br /> Cd=1.00 CF=1.50 Left Live Load 120 plf <br /> Shear Stress: Fv= 135 psi Fv'= 135 psi Left Dead Load 45 plf <br /> Cd=1.00 Right Live Load 0 plf <br /> Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Right Dead Load 0 pif <br /> Min.Mod.of Elasticity: E min= 510 ksi E min'= 510 ksi Load Start 0 ft <br /> Comp.1 to Grain: Fc-1= 425 psi Fc-1'= 425 psi Load End 6 ft <br /> Load Len th 6 ft <br /> Controlling Moment: 389 ft-Ib <br /> 2.52 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: 296 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 with required sections: Rea'd Pr vi d <br /> Section Modulus: 3.56 in3 6.13 in3 <br /> Area(Shear): 3.29 in2 10.5 in2 <br /> Moment of Inertia(deflection): 8.8 in4 10.72 in4 <br /> Moment: 389 ft-Ib 670 ft-Ib <br /> Shear: 2961b 9451b <br />