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Project: Pa9e <br /> Justin Spreitzer / <br /> Location:Beam 85 5(t�G����� Amerhart � <br /> Multi-loaded Multi-Span Beam ���,,,,...�-"' 2631 Territorial Road � <br /> [2009 International Building Code(2005 NDS)j St Paul, MN 55114 <br /> (2)1.51N x 9.25 IN x 5.5 FT StruCalc Version 8.0.112.0 1/17l2017 7:10:49 AM <br /> #2-Spruce-Pine-Fir-Dry Use <br /> Section Adequate By:23.3°h <br /> Controllin Factor:Moment <br /> CAUTIONS <br /> 'Laminations are!o be fuily connected to provide uniform transfer of loads to all members <br /> DEFLECTIONS C nt r LOADING DIAGRAM <br /> Live Load 0.04 IN U1812 <br /> Dead Load 0.02 in <br /> Total Load 0.05 IN U1212 <br /> Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 <br /> REACTIONS � � <br /> Live Load 1348 Ib 1348 Ib <br /> Dead Load 668 Ib 668 Ib <br /> Total Load 2016 Ib 2016 Ib <br /> Bearing Length 1.58 in 1.58 in <br /> @EAM DATA Center <br /> Span Length 5.5 ft ` '' � "�""� �� <br /> Unbraced Length-Top 2 ft _ s.s p <br /> Unbraced Length-Bottom 5.5 ft <br /> Live load Duration Factor 1.00 <br /> Notch Depth 0.00 <br /> MATERIAL PROPERTIES UNIFORM l(�ADS Center <br /> #2-Spruce-Pine-Fir U�iform Live Load 490 pif <br /> Base Values A ��wsted Uniform Dead Load 238 plf <br /> Bending Stress: Fb= 875 psi Fb'= 958 psi �am Self Weight 5 pif <br /> Cd=1.00G=1.00CF=1.10 Totai Uniform Load 733 If <br /> 5hear Stress: Fv= 135 psi Fv'= 135 psi <br /> Cd=1.00 <br /> Modulus of Eiasticity: 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 /> Controlling Moment: 2772 ft-Ib <br /> 2.75 Ft from!eft support of span 2(Center Span) <br /> Created by combining all dead loads and live ioads on span(s)2 <br /> Controlling Shear: 20161b <br /> At ieft 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 r i <br /> Section Modulus: 34.71 in3 42.78 in3 <br /> Area{Shear): 22.4 in2 27.75 in2 <br /> Moment of Inertia{deflection): 39.3 in4 197.86 in4 <br /> Moment: 2772 ft-Ib 3417 ft-Ib <br /> Shear: 20161b 24981b <br />