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page <br /> Project:214412 LARRY LEPOWSKY / <br /> Location:REAR ENTRY WDW D.F.P.PLANNING 8 DESIGN <br /> Mutti-Loaded Multi-Span Beam 9100 BALTIMORE ST ot <br /> [2006 Irrtemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.51Nx9251Nx4.67FT <br /> #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.113.0 12/9/2014 9:11:44 AM <br /> Section Adequate By:33.0% <br /> Controllin Factor:Moment <br /> CAUTIONS <br /> "Laminations are to be tully connected to provide un'rform transfer of loads to all members <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.03 IN U2121 <br /> Dead Load 0.01 in <br /> Total Load 0.04 IN U7534 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS a � <br /> Live Load 1597 Ib 1597 Ib <br /> Dead Load 612 Ib 612 Ib <br /> Total Load 2209 Ib 2209 Ib <br /> Bearing Length 1.73 in 1.73 in <br /> BEAM DATA Center <br /> Span Length 4.67 ft <br /> Unbraced Length-Top 0 ft a.a�rt <br /> Unbraced Length-Bottom 4.67 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 UNIFORM LOADS �gnter <br /> MATERIAL PROPERTIES Uniform Live Load 684 plf <br /> #2-Spruce-Pine-Fir Uniform Dead Load 257 plf <br /> Base Values Adjusted Beam Self Weight 5 plf <br /> Bending Stress: Fb= 875 psi Fb'= 963 psi Total Unifortn Load 946 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: 2579 ft-Ib <br /> 2.34 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: 1502 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 requfred sections: Rea'd Pr vi e <br /> Section Modulus: 32.15 in3 42.78 in3 <br /> Area(Shear): 16.69 in2 27.75 in2 <br /> Moment of Inertia(deflection): 46.45 in4 197.86 in4 <br /> Moment: 2579 ft-Ib 3431 ft-Ib <br /> Shear: 15021b 24981b <br />