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page <br /> Project:214412 LARRY LEPOWSKY / <br /> Location:GRT.ROOM ANGLE D.F.P.PLANNING&DESIGN <br /> MuRi-Loaded MuRi-Span Beam 9100 BALTIMORE ST or <br /> [2006 Intemational Residential Code(2005 NDS)) BLAINE MINN.55449 <br /> (2)1.51Nx7.251Nx6.67FT <br /> #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.113.0 12/9/2014 9:11:43 AM <br /> Section Adequate By:43.5% <br /> Controllin Factor:Moment <br /> CAUTIONS <br /> 'Laminations are to be fully connected to provide uniform transfer of loads to all members <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.07 IN U1167 <br /> Dead Load 0.03 in <br /> Total Load 0.10 IN U836 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS A � <br /> Live Load 670 Ib 664 Ib <br /> Dead Load 266 Ib 264 Ib <br /> Total Load 937 Ib 927 Ib <br /> Bearing Length 0.73 in 0.73 in <br /> BEAM DATA Center <br /> Span Length 6.67 ft <br /> Unbraced Length-Top 0 ft 8'67re <br /> Unbraced Length-Bottom 6.67 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 UNIFORM LOADS Center <br /> MATERIAL PROPERTIES Unfform Live Load 0 pif <br /> #2-Spruce-Pine-Fir Uniform Dead Load 0 plf <br /> Base Values Adiusted Beam Self Weight 4 pif <br /> Bending Stress: Fb= 875 psi Fb'= 1050 psi Total Uniform Load 4 pif <br /> Cd=1.00 CF=1.20 TRAPEZOIDAL LOADS-CENTER SPAN <br /> Shear Stress: Fv= 135 psi Fv'= 135 psi Load Number Qng Two <br /> Cd=1.00 Left Live Load 180 plf 220 plf <br /> Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi �eft Dead Load 68 plf 83 plf <br /> Min.Mod.of Elasticity: E_min= 510 ksi E min'= 510 ksi Right Live Load 220 pff 180 pff <br /> Comp.1 to Grain: Fc-1-= 425 psi Fc-1'= 425 psi Right Dead Load 83 plf 68 pif <br /> Controlling Moment: 1603 ft-Ib Load Start 0 ft 2.83 ft <br /> 3.34 Ft from left support of span 2(Center Span) Load End 2.83 ft 6.67 ft <br /> Created by combining all dead loads and live loads on span(s)2 Load Len th 2.83 ft 3.84 ft <br /> Controlling 3hear: 7821b <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 wkh required sections: Rea'd Provided <br /> Section Modulus: 18.32 in3 26.28 in3 <br /> Area(Shear): 8.69 in2 21.75 in2 <br /> Moment of Inertia(deflection): 41.04 in4 95.27 in4 <br /> Moment: 1603 ft-Ib 2300 ft-Ib <br /> Shear: 7821b 19581b <br />