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Project: <br /> page <br /> Justin Spreitzer <br /> Location:Beam 62 ��t'[3��;�;1 Amerhart <br /> Multi-�oaded Multi-Span Beam ��,�„�,��`� 2fi31 Territoriai Road of <br /> (2009 International Buikiing Code(2005 NQS)j St.Paul, MN 55114 <br /> (2) 1.5 IN x 9.25 IN x 14.5 FT(3.5+7,5+3.5) StruCalc Version 8.0.112.0 1l17/2017 7:13:37 AM <br /> #2-Spruce-Pine-Fir-Dry Use <br /> Section Adequate By:105.0% <br /> Controlli Factor.Shear <br /> CAUTIONS <br /> 'Laminations are to be fully connected to provide uniform transfer of loads to ail members <br /> DEFLECTIQNS L�ef Center RiUht LOADING DIAGRAM <br /> Live Load 0.00 IN UMAX 0.02 IN U4086 0.00 IN UMAX <br /> Dead Load 0.00 in 0.01 in 0.00 in <br /> Total Load 0.00 IN L19106 0.03 IN LJ2964 0.00 IN U9106 <br /> Live Load Deflection Criteria:U360 Total Load Deflection Criteria:L/240 <br /> REACTIONS e B � D <br /> Live Load 362 Ib 1491 Ib 1491 Ib 362 Ib <br /> Dead Load 62 Ib 656 Ib 656 Ib 62 Ib <br /> Tota!Load 424 Ib 2147 Ib 2147 Ib 424 Ib <br /> Uplift{1.5 F.Sj -183 Ib 0 Ib 0 ib -183 Ib <br /> 8earing Length 0.33 in 1.68 in 1.68 in 0.33 in <br /> BEAM DATA �f Center Riaht <br /> - ---- - �� _ � � T - <br /> Span Length 3.5 ft 7.5 ft 3.5 ft 3s rc B- �s n � 3.5 n <br /> Unbraced Length-Top 2 ft 2 ft 2 ft <br /> Unbraced length-Bottom 3.5 ft 7.5 fl 3.5 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 UNIFORM LOADS l�f� nt r Riaht <br /> hAATERIAL PRQPERTIES Uniform Live load 220 pif 220 plf 220 pif <br /> #2-Spnice-Pine-Fir Uniform Dead Load 94 pif 94 pif 94 plf <br /> Base Vaiue� Adjusted Beam Self Weight 5 pif 5 piF 5 pii <br /> Bending Stress: Fb= 875 psi Fb'= gqq ps� Total Uniform load 319 pif 319 plf 319 pli <br /> Cd=1.00 Ct=0.98 CF=1.10 <br /> Shear Stress: Fv= 135 psi FY= 135 psi <br /> Cd=1.00 <br /> Modulus of Elasticiry: E= 1400 ksi E'= 1440 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 /> Controlling Moment -1298 ft-ib <br /> �ver ieft support of span 2(Center Span) <br /> Created by combining aii dead loads and live loads on span(s)1,2 <br /> Contro8ing Shear: 12181b <br /> At ieft support of span 2{Center Span) <br /> Created by combining all dead loads end live loads on span(s)1,2 <br /> Comparisons with required sections: Rea,d P� i <br /> Seciion Modulus: 16.49 i�3 42.78 in3 <br /> Area(Shear): 13.53 in2 27.75 in2 <br /> Moment of Inertia(deflection): t7.43 in4 197.86 in4 <br /> Moment: -1298 ft-Ib 3367 ft-Ib <br /> Shear: 12181b 24981b <br />