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ProjeCt: �e <br /> Justin Spreitzer / <br /> Location:Beam Bt t �ti�1;�L�,r� Amerhart <br /> MWti-Loaded Multi-Span Beam `�;;�,,;�'� 2631 Territonal Road of <br /> [2009 Internationa)Buiiding Code(2005 NDS)] St.Paul, MN 55114 <br /> (2)1.5 IN x 9.25 IN x 6.0 FT StruCalc Version 8.0.112.0 1/17/2017 8 00:53 AM <br /> #2-Spruce-Pine-Fir-Dry Use <br /> Section Adequate Sy: 105.7°l0 <br /> Controiling Factor:Moment <br /> CAUTIONS <br /> 'Laminations are to be fuli connected to provide uniform transfer of loads to all members <br /> DEFLECTIqNS Center l.OADING PIAGRAM <br /> live Load 0.03 IN L/2792 <br /> Dead Load 0.01 in <br /> Total Load 0.04 IN U1854 <br /> Live Load Deflection Criteria:L/360 Totai load Deflection Criteria:U240 <br /> REACTIONS A B <br /> �ive load 735 Ib 735 Ib <br /> Dead Load 372 lb 372 ib <br /> Total Load 1107 Ib 1107 Ib <br /> Bearing Len th 0.87 in 0.87 in <br /> BEAM DATA en r <br /> Span Length 8 (t °��' '� � <br /> Unbraced Length-Top 2 ft _. e n— __ _ .__ : _ <br /> Unbraced Length-Bottom 6 ft <br /> live Load Duration Factor 1.00 <br /> Notch Depth 0.00 <br /> MATERIAL PROPERTIES UNIFORM LOADS enter <br /> #2-Spruce-Pine-Fir Uniform Live Load 245 plf <br /> Base Values AdJusted Uniform Dead Load 119 ptf <br /> Bending Stress: Fb= 875 psi Fb'= 958 psi Beam Self Weight 5 pif <br /> Total Uniform Load 369 pif <br /> Cd=1.00 CI=1.00 CF=1.10 <br /> Shear Stress: Fv= 135 psi Fv'= 135 psi <br /> Cd=f.00 <br /> Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi <br /> Min.Mod.of Elasticity: E min= 510 ksi E min'= 510 ksi <br /> Comp.1-to Grain: Fc-1= 425 psi Fc-1'= 425 psi <br /> Controliing Moment: 1661 ft-Ib <br /> 3.0 Ft from left support of span 2{Center Span) <br /> Created by combining ali dead loads and Iive loads on span(s)2 <br /> Controlling Shear: -1107 Ib <br /> At right support of span 2(Center Span) <br /> Created by combining all dead ioads and live loads on span(s)2 <br /> Comparisons with required sections: Rea'd Provided <br /> Section Modulus: 20.79 in3 42.78 in3 <br /> Area(Shear): 12.3 in2 27.75 in2 <br /> Moment of inertia(deflection): 25.62 in4 197.86 in4 <br /> Moment: 1661 ft-Ib 3417 ft-ib <br /> Sheac -11071b 24981b <br />