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page <br /> Project:214412 LARRY LEPOWSKY <br /> LocaGon:1/2 BATH WDW D.F.P.PLANNING 8 DESIGN <br /> Mutti-Loaded Multi-Span Beam 9100 BALTIMORE ST m <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.51Nx5.51Nx2.67FT <br /> #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.113.0 12/9/2014 9:11:44 AM <br /> Section Adequate By:32.0% LOADING DIAGRAM <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center <br /> Live Load 0.02 IN U1846 <br /> Dead Load 0.01 in <br /> Total Load 0.02 IN U1339 <br /> Live Load Deflection Criteria:L/480 Total Load Deflection Criteria:U360 <br /> REACTIONS A � <br /> Live Load 1180 Ib 1180 Ib <br /> Dead Load 447 Ib 447 Ib <br /> Total Load 1627 Ib 1627 Ib <br /> Bearing Length 1.28 in 1.26 in <br /> BEAM DATA Center Z'87 n <br /> Span Length 2.67 ft <br /> Unbraced Length-Top 0 ft <br /> Unbraced Length-Bottom 2.67 ft UNIFORM LOADS Center <br /> Live Load Duration Factor 1.00 Uniform Live Load 884 plf <br /> Notch De th 0.00 Uniform Dead Load 332 pif <br /> MATERIAL PROPERTIES Beam Self Weight 3 plf <br /> #2-Spruce-Pine-Fir Total Uniform Load 1219 plf <br /> Base Values Adiusted <br /> Bending Stress: Fb= 875 psi Fb'= 1138 psi <br /> Cd=1.00 CF=1.30 <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: 1086 ft-Ib <br /> 1.34 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: 1074 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 vide <br /> Section Modulus: 11.46 in3 15.13 in3 <br /> Area(Shear): 11.93 in2 16.5 in2 <br /> Moment of Inertia(deflection): 11.19 in4 41.59 in4 <br /> Moment: 1086 ft-Ib 1434 ft-Ib <br /> Shear: 10741b 14851b <br />