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page <br /> Project:214412 <br /> LARRY LEPOWSKY <br /> Location:MECH.DR D.F.P.PLANNING 8�DESIGN <br /> MuRi-Loaded Mufti-Span Beam 9100 BALTIMORE ST or <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.51Nx7.251Nx3.67FT <br /> #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.113.0 12/9/2014 9:11:45 AM <br /> Section Adequate By:27.9% <br /> ConVollin Factor:Moment <br /> CAUTIONS <br /> *Laminations are to be fully connected to provide uniform transfer of loads to all members <br /> DEFLECTION3 Center LOADING DIACaRAM <br /> Live Load 0.02 IN U1860 <br /> Dead Load 0.01 in <br /> Total Load 0.03 IN L/1348 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS A � <br /> Live Load 1420 Ib 1420 Ib <br /> Dead Load 539 Ib 539 Ib <br /> Total Load 1960 Ib 1960 Ib <br /> Bearing Length 1.54 in 1.54 in <br /> BEAM DATA Center <br /> Span Length 3.67 ft <br /> Unbraced Length-Top 0 ft g'67ft <br /> Unbraced Length-Bottom 3.67 ft <br /> Live Load Duration Factor 1.00 <br /> Notch De th 0.00 UNIFORM LOADS nter <br /> MATERIAL PROPERTIES Un'rform Live Load 774 plf <br /> #2-Spruce-Pine-Fir Uniform Dead Load 290 plf <br /> Base Values Adiusted Beam Self Weight 4 plf <br /> Bending Stress: Fb= 875 psi Fb'= 1050 psi Total Uniform Load 1068 plf <br /> Cd=1.00 CF=1.20 <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: 1798 ft-Ib <br /> 1.84 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: 1333 Ib <br /> At a distance d from IeR 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 vi <br /> Section Modulus: 20.55 in3 26.28 in3 <br /> Area(Shear): 14.81 in2 21.75 in2 <br /> Moment of Inertia(deflection): 25.45 in4 95.27 in4 <br /> Moment: 1798 ft-Ib 2300 ft-Ib <br /> Shear: 13331b 19581b <br />