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page <br /> Project:214412 / <br /> LARRY LEPOWSKY <br /> Location:DINING DOOR D.F.P.PLANNING&DESIGN <br /> MuRi-Loaded Multi-Span Beam 9100 BALTIMORE ST ot <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.51Nx9.251Nx3.67FT <br /> #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.113.0 12/9/2014 9:11:42 AM <br /> Section Adequate By:15.1% <br /> Controllin Factor:Shear <br /> CAUTIONS <br /> *Lamina6ons are to be fully connected to provide uniform transfer of loads to all members <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.01 IN L/7940 <br /> Dead Load 0.01 in <br /> Total Load 0.02 IN U2174 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS g $ � <br /> Live Load 755 Ib 532 Ib <br /> Dead Load 1043 Ib 1812 Ib <br /> Total Load 1798 Ib 2344 Ib <br /> Bearing Length 1.41 in 1.54 in <br /> BEAM DATA Center <br /> Span Length 3.67 ft <br /> Unbraced Length-Top 0 ft �•g�n <br /> Unbraced Length-Bottom 3.67 ft <br /> Live Load Duration Factor 1.00 <br /> Notch De th 0.00 UNIFORM LOADS Center <br /> MATERIAL PROPERTIES Un'rform Live Load 0 plf <br /> #2-Spruce-Pine-Fir Unfform Dead Load 0 plf <br /> Base Values Adiusted Beam Seff Weight 5 plf <br /> Bending Stress: Fb= 875 psi Fb'= 963 psi Total Uniform Load 5 pif <br /> Cd=1.00 CF=1.10 POINT LOADS-CENTER SPAN <br /> Shear Stress: Fv= 135 psi Fv'= 135 psi Load Number Qpg <br /> Cd=1.00 Live Load 0 Ib <br /> Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Dead l.oad 2353 Ib <br /> Min.Mod.of Elasticity: E_min= 510 ksi E min'= 510 ksi Location 2.5 ft <br /> Comp.1 to Grain: Fc-L= 425 psi Fc-1'= 425 psi <br /> TRAPEZOIDAL LOADS-CENTER SPAN <br /> Controlling Moment: 2587 ft-Ib Load Number Q�ig u� <br /> 2.5 Ft from left support of span 2(Center Span) Left Live Load 440 plf 160 plf <br /> Created by combining all dead loads and live loads on span(s)2 Left Dead Load 165 pif 60 plf <br /> Controlling Shear: -2170 Ib Right Live Load 440 plf 160 plf <br /> At a distance d from right support of span 2(Center Span) Right Dead Load 165 plf 60 plf <br /> Created by combining all dead loads and live loads on span(s)2 Load Start 0 ft 2.5 ft <br /> Load End 2.5 ft 3.67 ft <br /> Comparisons wkh required sections: Rea'd Pr vi e Load Len th 2.5 ft 1.17 ft <br /> Section Modulus: 32.25 in3 42.78 in3 <br /> Area(Shear): 24.11 in2 27.75 in2 <br /> Moment of Inertia(deflection): 32.76 in4 197.86 in4 <br /> Moment: 2587 ft-Ib 3431 ft-Ib <br /> Shear: -21701b 24981b <br />