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Pf0)@Ct: page <br /> Location:Beam B10 Justin Spreitzer <br /> Multi-Loaded Multi-S an Beam *�t���i����3 Amerhart <br /> P ���"� 2631 Territorial Road �� <br /> [2009 International Building Code(2005 NDS)] St.Paul, MN 55114 <br /> (2)1.5 IN x 9.25 IN x 9.0 FT StruCalc Version 8.0.112.0 1/17/2017 7:59:56 AM <br /> #2-Spruce-Pine-Fir-Dry Use <br /> Section Adequate By:37.3�0 <br /> Conlrolling Factor:Moment <br /> CAUTIONS <br /> 'laminations are to be full connected to provide uniform transfer of loads to all members <br /> DF�LECTIONS Center IQADING DIAGRAM <br /> Live Load 0.06 IN U1930 <br /> Dead Load 0.07 in <br /> Total Load 0 13 IN U841 <br /> Live Load Deflection Criteria:L1360 Total Load Deflection Criteria:U240 <br /> REACTIONS A � <br /> Live Load 473 Ib 473 Ib <br /> Dead�oad 612 Ib 612 Ib <br /> Tota!Load 1085 Ib 1085 Ib <br /> Bearin Len th 0.85 in 0.85 in <br /> �EAM DATA Center - <br /> Span Length 9 ft _ __ _ _ ----_- _____._..___�__—_____ <br /> _...--�---�__.. <br /> Unbraced�ength-Top 9 ft 9�i <br /> Unbraced Length-Bottom 9 ft � <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 <br /> MATERIA�.PROPERTIES UNIFORM LOARS ent r <br /> Uniform live Load 105 plf <br /> #2-Spruce-Pine-Fir Uniform Dead Load 131 plf <br /> Base Values Adjusted Beam Self Weight 5 plf <br /> Bending Stress: Fb= 875 psi Fb'= 940 psi <br /> Cd=1.00 CI=0.98 CF=�.10 Total Unifwm�oad 241 plf <br /> Shear Stress: Fv= 135 psi Fv'= 135 psi <br /> Cd=1.00 <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--�-= 425 psi Fc--L'= 425 psi <br /> Controlling Moment: 2441 ft-Ib <br /> 4.5 Ft from left support of span 2(Center Span) <br /> Created by combining all dead loads and live Ioads on span(s)2 <br /> Controlling Shear: -10851b <br /> At right support of span 2(Center Span) <br /> Created by combining all dead loads and live Ioads on span(s)2 <br /> Comparisons with required sections: Rea'd Pr vi <br /> Section Modulus: 31.15 in3 42.78 in3 <br /> Area(Shea�): 12.05 in2 27.75 in2 <br /> Moment of IneRia(deflection): 56.47 in4 197.86 in4 <br /> Moment: 2441 ft-Ib 3352 ft-Ib <br /> Shear: -10851b 24981b <br />