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page <br /> Project- Justin Spreitzer <br /> Location:Beam#1 �Y�� � Amerhart <br /> Multi-Loaded Multi-Span Beam '� 2631 Territoriai Road or <br /> (2009�nternational Building Code(2d05 NDS)j St.Paui, MN 55114 <br /> (3)1.5 IN x 925 IN x 6.5 FT StruCalc Version 8.0.112.0 5/12I2016 6:05:43 AM <br /> #2-Southern Pine-Dry Use <br /> Section Adequate By:42.6°/a <br /> Controlling Factor.Moment <br /> CAUTIONS <br /> `Laminations are to be fuliy connected to provide uniform transfer of loads to ail members <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.05 IN L/1621 <br /> Dead Load 0.02 in <br /> Total Load 0.07 IN U1078 <br /> � Live Load Deflection Criteria U360 Total Load Deflection Criteria:L1240 <br /> � REACTIONS A B <br /> Live Load 1849 Ib 1849 Ib <br /> , Dead Load 933 Ib 933 Ib <br /> Total Load 2782 Ib 2782 Ib <br /> Bearing Length 1.09 in 1.09 in <br /> BEAM DATA Center <br /> Span Length 6.5 ft -- = - -_= - --- - — —- _ . - ._ �� <br /> UnbracedLength-Top 2 ft A e.sr, -6 <br /> Unbraced Length-Bottom 6.5 ft <br /> � Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 <br /> UNIFORM LOADS Center <br /> MATERtAL PROPERTIES Uniform Live Load 569 pif <br /> #2-Southern Pine Uniform Dead Load 277 plf <br /> Base Values Adiusted Beam 5elf Weight 10 plf <br /> Bending Stress Fb= 975 psi Fb'= 1205 psi Total Uniform Load 856 plf <br /> Cd=1.00 C1=1.00 CF=1.08 G=1.15 <br /> Shear Stress: Fv= 175 psi Fv'= 175 psi <br /> Cd=1.00 <br /> ",Aodulus of Elasticity: 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 /> Controiling Moment: 4520 ft-ib <br /> 3.25 Ft from left support of span 2(Center Span) <br /> Created by combining all dead loads and iive Ioads on span(s)2 <br /> Controlling Shear: -2782 Ib <br /> 6.0 Ft from 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: 45.02 in3 64.17 in3 <br /> Area(Shear}: 23.84 in2 41 63 in2 <br /> Moment of Inertia(deflection): 66.1 in4 296.79 ina <br /> Moment: 4520 ft-Ib 6444 ft-Ib <br /> Shear -27821b 48561b <br />