Laserfiche WebLink
Project:214412 P89a <br /> LARRY LEPOWSKY <br /> Location:BSMT.STORAGE DR D.F.P.PLANNING 8�DESIGN <br /> Mutti-Loaded Multi-Span Beam 9100 BALTIMORE ST o� <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (3)1.51Nx11.251Nx6.67FT <br /> #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.113.0 12/9/2014 9:11:45 AM <br /> Section Adequate By:33.4% <br /> Controllin Factor:Moment <br /> CAUTIONS <br /> "Laminations are to be fully connected to provide un'rform transfer of loads to all members <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.05 IN U1736 <br /> Dead Load 0.02 in <br /> Total Load 0.06 IN U1252 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS e � <br /> Live Load 2581 Ib 2581 Ib <br /> Dead Load 998 Ib 998 Ib <br /> Total Load 3579 Ib 3579 Ib <br /> Bearing Length 1.87 in 1.87 in <br /> BEAM DATA Center <br /> Span Length 6.67 ft <br /> Unbraced Length-Top 0 ft s.s�tt <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 Un'rform Live Load 774 pif <br /> #2-Spruce-Pine-Fir Unfform Dead Load 290 plf <br /> Base Values Adiusted Beam Self Weight 9 plf <br /> Bending Stress: Fb= 875 psi Fb'= 1006 psi Total Uniform Load 1073 pif <br /> Cd=1.00 CF=1.00 Cr-1.15 <br /> Shear Stress: Fv= 135 psi Fv'= 135 psi <br /> Cd=1.00 <br /> Modulus of Elas6city: 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: 5968 ft-Ib <br /> 3.34 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: -2577 Ib <br /> At a distance d from right support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)2 <br /> Comparisons with required sectlons: Rea'd Provide <br /> Section Modulus: 71.17 in3 94.92 in3 <br /> Area(Shear): 28.63 in2 50.63 in2 <br /> Moment of Inertia(deflection): 153.52 in4 533.94 in4 <br /> Moment: 5968 ft-Ib 7960 ft-Ib <br /> Shear: -25771b 45561b <br />