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page <br /> Project:214412 LARRY LEPOWSKY / <br /> Loca6on:HOUSE/GAR DOOR D.F.P.PLANNING&DESIGN <br /> MuRi-Loaded Mutti-Span Beam 9100 BALTIMORE ST or <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 8.0.713.0 12/9/2014 9:11:44 AM <br /> Section Adequate By:653.6% LOADING DIAGRAM <br /> Controlling Factor:Moment <br /> DEFLECTIONS (:enter <br /> Live Load 0.01 IN L/7855 <br /> Dead Load 0.00 in <br /> Total Load 0.01 IN U5561 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS 8 $ <br /> Live Load 147 Ib 147 Ib <br /> Dead Load 61 Ib 61 Ib <br /> Total Load 207 Ib 207 Ib <br /> Bearing Length 0.16 in 0.16 in <br /> BEAM DATA Center 3.87 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 Unifortn Live Load 80 plf <br /> Notch Depth 0.00 Uniform Dead Load 30 plf <br /> MATERIAL PROPERTIES Beam Self Weight 3 plf <br /> #2-Spruce-Pine-Fir Total Uniform Load 113 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: 190 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: 158 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 Provid <br /> Section Modulus: 2.01 in3 15.13 in3 <br /> Area(Shear): 1.75 in2 16.5 in2 <br /> Moment of Inertia(deflection): 2.69 in4 41.59 in4 <br /> Moment: 190 ft-Ib 1434 ft-Ib <br /> Shear: 1581b 14851b <br />