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page <br /> Project:214412 <br /> LARRY LEPOWSKY <br /> Location:REC ROOM DR D.F.P.PLANNING 8 DESIGN <br /> Mutti-Loaded Muki-Span Beam 9100 BALTIMORE ST or <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 72/9/2014 9:11:46 AM <br /> Section Adequate By:132.9°k <br /> Controllin Factor:Shear <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 0.01 IN L/7866 <br /> Dead Load 0.01 in <br /> Total Load 0.01 IN L/3701 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS � @ � z <br /> Live Load 667 Ib 728 Ib <br /> Dead Load 2574 Ib 2597 Ib <br /> Total Load 3241 Ib 3325 Ib <br /> Bearing Length 2.54 in 2.61 in <br /> BEAM DATA Center <br /> Span Length 3.67 ft <br /> Unbraced Length-Top 0 ft 3.87R <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 Unfform Live Load 0 plf <br /> #2-Spruce-Pine-Fir Unfform Dead Load 0 plf <br /> Base Values A�'usted Beam Self Weight 5 plf <br /> Bending Stress: Fb= 875 psi Fb'= 963 psi Total Uniform Load 5 plf <br /> Cd=1.00 CF=1.10 POINT LOADS-CENTER SPAN <br /> Shear Stress: Fv= 135 psi Fv'= 135 psi Load Number �r g Two <br /> Cd=1.00 Live Load 0 Ib 0 Ib <br /> Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Dead Load 2314 Ib 2314 Ib <br /> Min.Mod.of Elasticity: E min= 510 ksi E min'= 510 ksi Location 0.17 ft 3.5 ft <br /> Comp.1 to Grain: Fc-1= 425 psi Fc-1'= 425 psi <br /> TRAPEZOIDAL LOADS-CENTER SPAN <br /> Controlling Moment: 1283 ft-Ib Load Number 91� IY�C4 <br /> 1.87 Ft from left support of span 2(Center Span) Left Live Load 80 plf 250 plf <br /> Created by combining all dead loads and live loads on span(s)2 Left Dead Load 30 plf 94 plf <br /> Controlling Shear: -1073 Ib Right Live Load 130 plf 300 ptf <br /> At a distance d from right support of span 2(Center Span) Right Dead Load 49 plf 113 plf <br /> Created by combining all dead loads and live loads on span(s)2 Load Start 0 ft 0 ft <br /> Load End 3.67 ft 3.67 ft <br /> Comparisons with required sections: Rea'd Pr vi e Load Len th 3.67 ft 3.67 ft <br /> Section Modulus: 15.99 in3 42.78 in3 <br /> Area(Shear): 11.92 in2 27.75 in2 <br /> Moment of Inertia(deflection): 19.25 in4 197.86 in4 <br /> Moment: 1283 ft-Ib 3431 ft-Ib <br /> Shear: -10731b 24981b <br />