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page <br /> Project:214412 LARRY LEPOWSKY <br /> Location:FR.PORCH RIGHT D.F.P.PLANNING&DESIGN <br /> Mutti-Loaded Mutti-Span Beam 9100 BALTIMORE ST or <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.51Nx9.251Nx8.33FT <br /> #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.113.0 12/9/2014 9:71:45 AM <br /> Section Adequate By:13.3% <br /> ConVollin Factor:Moment <br /> CAUTIONS <br /> 'Laminations are to be fuly connected to provide uniform transfer of loads to all members <br /> DEFLECTION3 Center LOADING DIAGRAM <br /> Live Load 0.10 IN L/1023 <br /> Dead Load 0.04 in <br /> Total Load 0.14 IN L/732 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS A � <br /> Live Load 1041 Ib 1041 Ib <br /> Dead Load 413 Ib 413 Ib <br /> Total Load 1454 Ib 1454 Ib <br /> Bearin Length 1.14 in 1.14 in <br /> BEAM DATA Center <br /> Span Length 8.33 ft <br /> Unbraced Length-Top 0 ft s.asn <br /> Unbraced Length-Bottom 8.33 ft <br /> Live Load Duration Factor 1.00 <br /> Notch De th 0.00 UNIFORM LOADS en e <br /> MATERIAL PROPERTIES Uniform Live Load 250 plf <br /> #2-Spruce-Pine-Fir Un'rform Dead Load 94 plf <br /> Base Values �iusted Beam Self Weight 5 plf <br /> Bending Stress: Fb= 875 psi Fb'= 963 psi Total Unifortn Load 349 plf <br /> Cd=1.00 CF=1.10 <br /> Shear Stress: Fv= 135 psi Fv'= 135 psi <br /> Cd=1.00 <br /> Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi <br /> Min.Mod.of Elasticity: E_min= 510 ksi E min'= 510 ksi <br /> Comp.1 to Grain: Fc-1= 425 psi Fc-1'= 425 psi <br /> Controlling Moment: 3028 ft-Ib <br /> 4.16 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: 1192 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 wkh required sections: Rea'd Provided <br /> Section Modulus: 37.75 in3 42.78 in3 <br /> Area(Shear): 13.25 in2 27.75 in2 <br /> Moment of Inertia(deflection): 97.26 in4 197.86 in4 <br /> Moment: 3028 ft-Ib 3431 ft-Ib <br /> Shear: 11921b 24981b <br />