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page <br /> Project: Justin Spreitzer <br /> Location:Beam#9 �4���y�,1 Amerhart <br /> Multi-Loaded Multi-Span Beam '��;r�" 2631 Territorial Road of <br /> (2009 International Building Code(2005 NDS)] St.Paul, MN 55114 <br /> (3) 1.5 IN x 925 IN x 975 FT StruCalc Version 8.0.112.0 5/12l2016 6:17:09 AM <br /> #2-Southern Pine-Dry Use <br /> Section Adequate By 83.3% <br /> Controlling 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 LI2603 <br /> Dead Load 0.08 in <br /> Total Load 0.13 IN L/924 <br /> Live Load Deflection Cnteria U360 Total Load Deflection Criteria L(240 <br /> , REACTIONS A B - <br /> Live Load 512 Ib 512 Ib <br /> Dead Load 931 Ib 931 Ib _... ,., ..�_ �,.. ..�..__ _ <br /> _. -. -. ---- -��. ._ .__..___ �, <br /> Total Load 1443 Ib 1443 Ib ! 3 <br /> Bearing Length 0.57 in 0.57 in <br /> BEAM DATA Center <br /> Span Length 975 ft - -- - -_ --_ __ : ,_ -._ _ _ <br /> Unbraced Length-Top 2 ft A — - — 9 s» _ � <br /> Unbraced Length-Bottom 9.75 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0 00 <br /> UNIFORM l.OADS Center <br /> MATERIAL PROPERTIES Uniform Live Load 105 pif <br /> #2-Southern Pine Uniform Dead Load 131 pif <br /> Base Values Adjusted Beam Self Weight 10 plf <br /> Bending Stress: Fb= 975 psi Fb'= 1205 psi Total Uniform Load 246 pif <br /> Cd=1.00 Ct=1.00 CF=1 08 Cr-1.15 <br /> Shear Stress Fv= 175 psi Fv'= 175 psi TRAPEZOIDAL LOADS-CENTER SPAN <br /> Cd=1.00 Load Number One <br /> Modu�us of Elasticity: E= 1600 ksi E'= 1600 ksi Left Live Load 0 pif <br /> Min.Mod.of Elasticity: E min= 580 ksi E_min'= 580 ksi Left Dead load 50 pif <br /> Comp l to Grain Fc-1= 565 psi Fc--L'= 565 psi Right Live Load 0 plf <br /> Right Dead Load 50 plf <br /> Controliing Moment: 3516 ft-Ib load Start 0 ft <br /> a.87 Ft from left support of span 2(Center Span) Load End 9.75 ft <br /> Created by combining all dead loads and live loads on span{s)2 Load Length 975 ft <br /> Controlling Shear: -1443 Ib <br /> 10.0 Ft from left support ot span 2(Center Span) <br /> Created by combining all dead loads and live loads on spa�(s)2 <br /> Comparisons with required sections: Rea,d Provide <br /> Section Modulus. 35.02 in3 64 17 in3 <br /> Area(Shear): 12.37 in2 41.63 in2 <br /> Moment of Inertia(deflection): 7Z13 in4 296.79 in4 <br /> Moment: 3516 ft-Ib 6444 ft-Ib <br /> Shear: -1443 Ib 4856Ib <br />