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page <br /> Pro�ect: / <br /> Justin Spreitzer <br /> '_ocation:Beam#10 r�t1�;�:� Amerhart <br /> �Vlulti-Loaded Multi-Span Beam `'��'i' 2631 Territorial Road of <br /> ;2009 International Building Code(2005 NDS)J St. Paul, MN 55114 <br /> �3)1.5 IN x 9.25 IN x 6.5 FT StruCaic Version 8 0.112.0 5112l2016 6:15:02 AM <br /> #2-Southern Pine-Dry Use <br /> Section Adequate By:54.5°/a <br /> Controlling Factor Moment <br /> CAUTIO 1�S <br /> 'Laminations are to be fuily connected to provide uniform transfer of loads to ali members <br /> DEFLECT�ONS enter LOADING DIAGRAM <br /> Live Load 0.04 IN U1757 <br /> Dead Load 0.02 in <br /> Total Load 0.07 IN U1168 <br /> Live Load Defiectio�Criteria:Ll360 Total Load DeFlection Criteria:LI240 <br /> � REACTIONS A B <br /> Live�oad 1706 Ib 1706 Ib <br /> Oead Load 861 Ib 861 Ib <br /> Total Load 2567 Ib 2567 ib <br /> Bearing Length �.01 in 1.01 in <br /> BEAM DATA ent r _ <br /> ! Span Length 6.5 ft - -- -. -- -- ___ ---- ---- <br /> _ _ _ - - -— _,� <br /> ' Unbraced Length-Top 2 ft s.s rt <br /> Unbraced Length-Bottom 6.5 ft B <br /> Live load Duration Factor 1.00 <br /> Notch Depth 0.00 <br /> UNIFORM IOADS enter <br /> MATERIAL PROPERTIES Uniform Live Load 525 plf <br /> #2-Southern Pine Uniform Dead Load 255 pif <br /> Base Values Ad1usted 8eam Self Weight 10 pif <br /> Bending Stress: Fb= 975 psi Fb'= 1205 psi Totai Uniform Load 790 pif <br /> Cd=1.00 C1=1.00 CF=1.08 Cr-1.15 <br /> Shear Stress: Fv= 175 psi Fv'= 175 psi <br /> Cd=1.00 <br /> Modulus of Elasticity E= 1600 ksi E'= 1600 ksi <br /> Min.Mod.of Elasticity: E min= 580 ksi E_min'= 580 ksi <br /> Comp.i to Grain: Fc-1= 565 psi Fc-�-'= 565 psi <br /> Controlting Moment: 4172 ft-Ib <br /> 3.25 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: 2567 Ib <br /> At left support of span 2(Center Span) <br /> �reated by combining ail dead loads and live loads on span(s)2 <br /> Comparisons with required sections: Re ' Provided <br /> Section Modulus: 41.54 in3 64.17 in3 <br /> Area(5hear): 22.01 in2 41.63 in2 <br /> hloment of inertia(deflection): 61 in4 296 79 in4 <br /> Moment: 4172 ft-Ib 6444 fl-Ib <br /> Shear: 25671b 48561b <br />