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page <br /> Project:214412 LARRY LEPOWSKY <br /> Location:REC ROOM ANGLED WDW LEFT D.F.P.PLANNING&DESIGN <br /> MuRi-Loaded Mutti-Span Beam 9100 BALTIMORE ST or <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.51Nx11.251Nx6.67FT <br /> #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.113.0 12/9/2014 9:11:46 AM <br /> Section Adequate By:2.8% <br /> Controllin Factor:Moment <br /> CAUTIONS <br /> 'Laminations are to be fully connected to provide uniform transfer of loads to all members <br /> QEFLECTION3 Center LOADING DIAGRAM <br /> Live Load 0.05 IN U1599 <br /> Dead Load 0.02 in <br /> Total Load 0.07 IN U1105 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 � <br /> REACTIONS �, ¢ Z <br /> Live load 2068 Ib 1668 Ib <br /> Dead Load 1734 Ib 1575 Ib <br /> Total Load 3802 Ib 3242 Ib <br /> Bearing Length 2.98 in 2.54 in <br /> BEAM DATA Center <br /> Span Length 6.67 ft <br /> Unbraced Length-Top 0 ft 6.67 R <br /> Unbraced Length-Bottom 6.67 ft <br /> Live Load Duration Factor 1.00 <br /> Notch De th 0.00 UNIFORM LOADS n er <br /> MATERIAL PROPERTIES Uniform Live Load 0 plf <br /> #2-Spruce-Pine-Fir Uniform Dead Load 0 plf <br /> Base Values Adiusted Beam Self Weight 6 plf <br /> Bending Stress: Fb= 875 psi Fb'= 875 psi Total Uniform Load 6 pff <br /> Cd=1.00 CF=1.00 pOINT LOADS-CENTER SPAN <br /> Shear Stress: Fv= 135 psi Fv'= 135 psi Load Number Qr�g ro <br /> Cd=1.00 Live Load 0 Ib 0 Ib <br /> Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Dead Load 937 Ib 927 Ib <br /> Min.Mod.of Elasticity: E_min= 510 ksi E min'= 510 ksi Location 0.17 ft 6.5 ft <br /> Comp.1 to Grain: Fc-1= 425 psi Fc-1'= 425 psi <br /> TRAPEZOIDAL LOADS-CENTER SPAN <br /> Controlling Moment: 4489 ft-Ib Load Number Q.ng Two <br /> 3.13 Ft from left support of span 2(Center Span) Left Live Load 410 plf 330 pif <br /> Created by combining all dead loads and live loads on span(s)2 Left Dead Load 154 plf 124 plf <br /> Controlling Shear: 2111 Ib Right Live Load 220 plf 160 plf <br /> At a distance d from left support of span 2(Center Span) Right Dead Load 83 plf 60 plf <br /> Created by combining all dead loads and live loads on span(s)2 Load Start 0 ft 0 ft <br /> Load End 6.67 ft 6.67 ft <br /> Comparisons wRh required sections: Rea'd Pr vi d Load Len th 6.67 ft 6.67 R <br /> Section Modulus: 61.57 in3 63.28 in3 <br /> Area(Shear): 23.45 in2 33.75 in2 <br /> Moment of Inertia(deflection): 116 in4 355.96 in4 <br /> Moment: 4489 ft-Ib 4614 ft-Ib <br /> Shear: 2111 Ib 30381b <br />