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page <br /> Project: Justin Spreitzer <br /> �ocation: Beam#8 �rt� � Amerhart <br /> Muiti-Loaded Multi-Span Beam `�;w�' 2631 Territorial Road of <br /> 2009 International Buiidi�g Code(2005 NDS)] St.Paui, MN 55114 <br /> ;3)1.5 IN x 925 IN x 6.5 FT StruCalc Version 8.0.112.0 5/12/2016 6:13:53 AM <br /> �2-Southern Pine-Dry Use <br /> 5ection Adequate By:59.5% <br /> Controllfng Factor:Moment <br /> CAUTIONS <br /> "Laminations are to be fully connected to provide uniform transfer of loads to all members <br /> DEFL�CTIONS Cente LOADING DIAGRAM <br /> Live Load 0.04 IN U1816 <br /> Dead Load 0.02 in <br /> Total Load 0.06 IN U1206 <br /> Live Load Deflection Criteria:L/360 Total Load Deflection Criteria: U240 <br /> ! $FACTIONS A B <br /> � live Load 1651 ib 1651 Ib <br /> � Dead Load 835 Ib 835 Ib <br /> � Total Load 2486 Ib 2486 Ib <br /> Bearing Len th 0.98 in 0.98 in <br /> BEAM DATA enter <br /> � Span Length 6.5 ft . - ___ , _- _ _- - — ,.-- - .� <br /> _ _ - _ _- — - _. _ � <br /> � Unbraced Length-Top 2 ft A s s n B <br /> Unbraced Length-Bottom 6.5 ft <br /> �ive Load Duration Factor 1.00 <br /> Notch Depth 0.00 <br /> UNIFORM LOADS enter <br /> MATERIAL PROPERTIES Uniform Live Load 508 plf <br /> #2-Southern Pine Uniform Dead Load 247 plf <br /> Base Values Adiusted Beam Seif Weight 10 plf <br /> Bending Stress: Fb= 975 psi Fb'= 1205 psi Totai Uniform Load 765 plf <br /> Cd=1.00 CI=1.00 CF=1.08 Cr-1.15 <br /> Shear Stress: Fv= 175 psi Fv'= 175 psi <br /> Cd=1.00 <br /> Modulus of Elasticiry: E= 1600 ksi E'= 1600 ksi <br /> Min.Mod.of Elasticity: E min= 580 ksi E_min'= 580 ksi <br /> Comp -L to Grain: Fc-1= 565 psi Fc--�-'= 565 psi <br /> Contro�ling Moment: 4040 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 /> Controiling Shear: 2486 Ib <br /> At 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 Provided <br /> Section Modulus. 40.23 in3 64.17 in3 <br /> Area(Shear) 21.31 in2 41.63 in2 <br /> Moment of Inertia(deflection): 59.07 in4 296.79 in4 <br /> MomenL 4040 ft-ib 6444 ft-Ib <br /> Shear: 24861b 48561b <br />