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page <br /> Project:214412 LARRY LEPOWSKY <br /> Location:REC ROOM ANGLED WDW RIGHT D.F.P.PLANNING 8 DESIGN <br /> MuRi-loaded MuIG-Span Beam 9100 BALTIMORE ST ot <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.51Nx9.251Nx6.67FT <br /> #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.113.0 12/9/2014 9:11:46 AM <br /> Section Adequate By:9.2°� <br /> Controllin Factor:Moment <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 0.06 IN U1293 <br /> Dead Load 0.03 in <br /> Total Load 0.09 IN U875 <br /> Live Load Deflection Crkeria:U480 Total Load Deflection Criteria:L/360 <br /> REACTIONS g B � <br /> 2 <br /> Live Load 1423 Ib 1145 Ib <br /> Dead Load 1489 Ib 1375 Ib <br /> Total Load 2912 Ib 2520 Ib <br /> Bearing Length 2.28 in 1.98 in <br /> BEAM DATA Center <br /> Span Length 6.67 ft <br /> Unbraced Length-Top 0 ft 8.67 R <br /> Unbraced Length-Bottom 6.67 ft <br /> Live Load Duration Factor 1.00 <br /> Notch De th 0.00 UNIFORM LOADS Center <br /> MATERIAL PROPERTIES Unifortn Live Load 0 plf <br /> #2-Spruce-Pine-Fir Unfform Dead Load 0 plf <br /> Base Values A�'usted Beam Self Weight 5 plf <br /> Bending Stress: Fb= 875 psi Fb'= 963 psi Total Uniform Load 5 plf <br /> Cd=1.00 CF=1.10 POINT LOADS-CENTER SPAN <br /> Shear Stress: Fv= 135 psi Fv'= 135 psi Load Number Qpg � <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: 3142 ft-Ib Load Number Q�g Two <br /> 3.13 Ft from left support of span 2(Center Span) Left Live Load 410 plf 100 plf <br /> Created by combining all dead loads and live loads on span(s)2 Left Dead Load 154 plf 38 plf <br /> Controlling Shear: 1677 Ib Right Live Load 220 plf 40 plf <br /> At a distance d from left support of span 2(Center Span) Right Dead Load 83 pif 15 pff <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 with required sections: Rea'd Pr vi Load Len th 6.67 ft 6.67 ft <br /> Section Modulus: 39.18 in3 42.78 in3 <br /> Area(Shear): 18.63 in2 27.75 in2 <br /> Moment of Inertia(deflection): 81.43 in4 197.86 in4 <br /> Moment: 3142 ft-Ib 3431 ft-Ib <br /> Shear: 16771b 24981b <br />