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page <br /> Project: Justin Spreitzer <br /> Location:Beam#5 SEIR�, � Amerhart <br /> Multi-Loaded Multi-Span Beam `�;:�' 2631 Territorial Road or <br /> (2009 International Building Code(2005 NDS)] St.Paul, MN 551'14 <br /> (3)1.5 IN x 9.25 IN x 5.5 FT StruCalc Version 8.0.112.0 5/1212016 7:19:33 AM <br /> #2-Southem Pme-Dry Use <br /> Section Adequate By:46 3% <br /> Control�ing Factor:Moment <br /> , CAUTIONS <br /> �`Laminations are to be fully connected to provide uniform transfer of loads to all members <br /> � DEFLECTIONS Center LOADING DIAGRAM <br /> � Live Load 0.04 IN U1812 <br /> � Dead Load 0.01 in <br /> � Total Load 0.05 IN L/1307 <br /> � Live Load DeFlection Criteria:U360 Total Load Deflection Criteria L/240 <br /> REACTIONS A B <br /> Live Load 2310 Ib 2310 Ib <br /> Dead Load 894 Ib 894 Ib <br /> Total�oad 3204 fb 3204 Ib <br /> Bearing Length 126 in 126 in <br /> BEAM DATA Center <br /> Span Length 5 5 ft ` - - -- '- <br /> - -- -- - _—_- _ _ _.--- = =---- <br /> Unbraced Length-Top 2 ft A s s n � <br /> Unbraced Length-Bottom 5.5 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 <br /> UNIFORM LOADS ent r <br /> MATERIAL PROPERTIES Uniform Live Load 840 pif <br /> #2-Southern Pine Uniform Dead Load 315 pif <br /> Base Values A sted Beam Self Weight 10 plf <br /> Bending Stress: Fb= 975 psi Fb'= 1205 psi Total Uni(orm Load 1165 plf <br /> Cd=1.00 Cl=1.00 CF=1 08 Cr-1.15 <br /> Shear Stress: Fv= 175 psi Fv'= 175 psi <br /> Cd=1.00 <br /> Modulus of Elasticiry: 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-�'= 565 psi <br /> Controlling Moment: 4405 ft-Ib <br /> 2.75 Ft from left support of span 2(Center Span) <br /> Created by combining ali dead loads and live loads on span(s)2 <br /> Controlling Shear: 3204 Ib <br /> At left support of span 2(Center Span) <br /> Created by combining all dead loads and iive Ioads on span(s)2 <br /> Comparisons with required sections: Rea'd Provided <br /> Section Modulus: 43.87 in3 64.17 in3 <br /> Area(Shear): 27.46 in2 41.63 in2 <br /> Moment of Inertia(deflection): 58.95 in4 296.79 in4 <br /> Moment 4405 ft-ib 6444 ft-Ib <br /> Shear: 32041b 48561b <br />