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page <br /> Project: Justin Spreitzer / <br /> Location:Beam#3 ��IN��+�' Amerhart <br /> Multi-Loaded Multi-Span Beam '�,,,;�°"�' 2631 Territorial Road of <br /> �2009 intemational Building Code(2005 NDS)] St.Paul, MN 55114 <br /> (2) 1.5 IN x 925 IN x 7.0 FT(3.5+3.5) StruCalc Version 8.0.112A 5/12/2016 7:05:09 AM <br /> #2-Southern Pine-Dry Use <br /> Section Adequate By:72.8% <br /> Controlling Factor:Shear <br /> CAUTIONS <br /> 'Laminations are to be fully connected to provide uniform transfer of loads to all members <br /> � QEFLECTIONS Left Center LOADING DIAGRAM <br /> � Live Load 0.00 IN L/MAX 0.00 IN UMAX <br /> � Dead Load 0-00 in 0 00 in <br /> Total Load 0.01 IN U7643 0.01 IN U7643 <br /> � Live Load Deflection Criteria:L7360 Tolal Load Deflection Criteria:U240 � � <br /> REACTIONS A B � <br /> Live Load 2509 Ib 2450 Ib 2509 Ib <br /> Dead Load 1220 ib 1298 ib 1224 Ib <br /> Total Load 3729 Ib 3748 Ib 3733 Ib <br /> Bearing Length 2.20 in 221 in 220 in ` 4 ""` " ' "' <br /> BEAM DATA L�ef Ce�ter <br /> Span Length 3.5 ft 3.5 ft '---- _ _: _ ._ __, __ _ ,- . <br /> -- - _ _- - -- <br /> Unbraced Length-Top 2 ft 2 ft a a.s r� B a s r. ; <br /> Unbraced Length-Bottom 3 5 ft 3.5 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 <br /> UNIFORM l.OADS Left Center <br /> MATERIAL PROPERTIES Uniform Live Load 280 pif 280 pif <br /> �2-Southern Pine Uniform Dead Load 105 pif 105 plf <br /> Base Values Adjusted Beam Seif Weight 7 plf 7 pif <br /> Bending Stress Fb= 975 psi Fb'= 1042 psi Total Uniform load 392 plf 392 pif <br /> Cd=1.00 C1=0.99 CF=1.08 <br /> Shear Stress: Fv= 175 psi Fv'= 175 psi POINT LOADS-LEFT SPAN <br /> Cd=1.00 Load Number ne <br /> Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Live Load 1651 Ib <br /> Min. Mod.of Elasticity: E min= 580 ksi E min'= 580 ksi Dead Load 831 Ib <br /> Comp.l to Grain: Fc-1= 565 psi Fc-1'= 565 psi Location 0 ft <br /> CENTER SPAN <br /> Controlling Moment: -1312 ft-Ib Load Number One <br /> Over right support oi span 1 (Left Span) Live Load 1651 Ib <br /> Created by combining all dead loads and live loads on span(s) 1,2 Dead Load 835 Ib <br /> Controlling Shear: 1874 Ib Location 3.5 ft <br /> At left support of span 2(Center Span) TRAPEZOIDAI LOADS-IEFT SPAN <br /> Created by combining all dead loads and live loads on span(s)1,2 Load Number ne Two <br /> Left Live Load 280 plf 0 plf <br /> Comparisons with required sections: Rea'd Pr vide Left Dead Load 105 plf 80 plf <br /> Section Modulus- 15.11 in3 42.78 in3 Right Live Load 280 plf 0 plf <br /> Area(Shear): 16.06 in2 27.75 in2 Right Dead Load 105 plf 80 plf <br /> Moment of Inertia{deflection): 7.12 in4 197.86 in4 Load Start 0 ft 0 ft <br /> Moment: -1312 ft-Ib 3715 ft-Ib Load End 3.5 ft 3.5 ft <br /> Shear 1874 Ib 3238 Ib Load Length 3.5 ft 3-5 ft <br /> CENTER SPAN <br /> Load Number Qn� Two <br /> Left Live Load 280 plf 0 pif <br /> Left Dead Load 105 plf 80 plf <br /> Right Live Load 280 plf 0 plf <br /> Right Dead Load 105 plf 80 plf <br /> Load Start 0 ft 0 ft <br /> Load End 3.5 ft 3.5 ft <br /> Load Length 3.5 ft 3.5 ft <br />