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Project:214412 Pe� <br /> LARRY LEPOWSKY <br /> Location:HANNAHS BR DOOR D.F.P.PLANNING 8 DESIGN <br /> Mutti-Loaded Muki-Span Beam 9100 BALTIMORE ST � <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.51Nx5.51Nx3.67FT <br /> #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.113.0 12/9/2014 9:11:45 AM <br /> Section Adequate By:3.9% <br /> LOADING DIAGRAM <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center <br /> Live Load 0.04 IN U1058 <br /> Dead Load 0.02 in <br /> Total Load 0.06 IN L/766 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS 0 � <br /> Live Load 1090 Ib 1090 Ib <br /> Dead Load 415 Ib 475 Ib <br /> Total Load 1505 Ib 1505 Ib <br /> Bearing Length 1.18 in 1.18 in <br /> BEAM DATA Center 9.87 R <br /> Span Length 3.67 ft <br /> Unbraced Length-Top 0 ft <br /> Unbraced Length-Bottom 3.67 ft UNIFORM LOADS nter <br /> Live Load Duration Factor 1.00 Un'rform Live Load 594 plf <br /> Notch Depth 0.00 Uniform Dead Load 223 plf <br /> MATERIAL PROPERTIES Beam Self Weight 3 plf <br /> #2-Spruce-Pine-Fir Total Uniform Load 820 plf <br /> Base Values Adiusted <br /> Bending Stress: Fb= 875 psi Fb'= 1138 psi <br /> Cd=1.00 CF=1.30 <br /> Shear SVess: 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-l= 425 psi Fc-1'= 425 psi <br /> Controlling Moment: 1381 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: 1144 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 <br /> Section Modulus: 14.56 in3 15.13 in3 <br /> Area(Shear): 12.71 in2 16.5 in2 <br /> Moment of Inertia(deflection): 19.54 in4 41.59 in4 <br /> Moment: 1381 ft-Ib 1434 ft-Ib <br /> Shear: 11441b 14851b <br />