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page <br /> Project: <br /> Justin Spreitzer <br /> Loca6on:Beam#6 �1���; ,l Amerhart <br /> Multi-Loaded Multi-Span Beam °�;;�" 2631 Territorial Road <br /> or <br /> j2009 International Buiiding Code{2005 NDS)] St.Paul, MN 55114 <br /> (3) 1.5 IN x 9 25 IN x 6.5 FT StruCalc Version 8.0.112.0 5/12/2016 7:20:02 AM <br /> #2-Southern Pine-Dry Use <br /> Section Adequate By:4 7% <br /> Controlling Factor:Moment <br /> CAUTI ONS <br /> *Laminations are to be fully connected to provide uniform transfer of loads to all members <br /> � REFLECTIONS Center LOADING DIAGRAM <br /> ( Live Load 0.07 IN L/1098 <br /> + Dead Load 0.03 in <br /> � Total Load 0.10 IN U792 <br /> i Live Load DeflecSon Criteria:L/360 Total Load Deflection Criteria:U240 <br /> REACTIONS A B <br /> �ive Load 2730 Ib 2730 Ib <br /> Dead Load 1056 Ib 1056 ib <br /> Total Load 3786 Ib 3786 Ib <br /> Bearing Length 1.49 in 1.49 in <br /> BEAM DATA Cen r <br /> Span Length 6 5 ft `-- <br /> —-_— —---- - -- --- <br /> Unbraced Length-Top 2 ft A a s rr � <br /> Unbraced Length-Bottom 6 5 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 <br /> MATERIAL PROPERTIES UNIFORM LOADS Center <br /> #2-Southern Pine Uniform Live Load 840 pif <br /> Base Values Adiusted Uniform Dead Load 315 pif <br /> Bending Stress: Fb= 975 psi Fb'= 1205 psi Beam Self Weight 10 plf <br /> Cd=1.00 C1=1.00 CF=1.08 Cr-9.15 Total Uniform Load 1165 plf <br /> Shear Stress: Fv= 175 psi Fv'= 175 psi <br /> Cd=1.00 <br /> Modulus of Etasticity: E= 1600 ksi E'= 1600 ksi <br /> Min.Mod.of Elasticity E min= 580 ksi E min'= 580 ksi <br /> Comp.-1-to Grain: Fc-1= 565 psi Fc--1-'= 565 psi <br /> Controliing Moment: 6152 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: -3786 Ib <br /> 6.0 Ft from left support of span 2{Center Span) <br /> Created by combining ail dead loads and live loads on span(s)2 <br /> Comparisons with required sections: Rea'd Pr vid <br /> Section Modulus: 6L27 in3 64.17 in3 <br /> Area(Shear): 32.45 in2 41.63 in2 <br /> Moment of Inertia(deflection): 97.3 in4 296.79 in4 <br /> Moment: 6152 ft-Ib 6444 ft-Ib <br /> Shear: -37861b 48561b <br />