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• <br /> Project:MARVIN \ CIA, <br /> � StruCalc 9.0 page <br /> - ---Location:CB#01 i�,'� <br /> Multi Loaded Multi Span Beam `tro`r" of <br /> [2015 International Building Code(2015 NDS)] - :- <br /> 5.25 IN x 14.0 IN x 20.583 FT <br /> 2.0E Parallam-iLevel Trus Joist StruCalc Version 10.0.1.6 9/25/2019 1:53:10 PM <br /> Section Adequate By:30.3% <br /> Controlling Factor:Deflection <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.46 IN L/542 <br /> Dead Load 0.33 in <br /> Total Load 0.79 IN L/313 <br /> Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 f <br /> REACTIONS A B <br /> Live Load 1652 lb 3196 lb <br /> Dead Load 1303 lb 2256 lb <br /> Total Load 2955 lb 5452 lb TR3 <br /> Bearing Length 0.75 in 1.38 in TRz <br /> --- _..-•- TR1 <br /> BEAM DATA Center <br /> Span Length 20.58 ft <br /> Unbraced Length-Top 0 ft 20.583 ft B <br /> Unbraced Length-Bottom 20.58 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 UNIFORM LOADS Center <br /> MATERIAL PROPERTIES Uniform Live Load 0 plf <br /> 2.0E Parallam-iLevel Trus Joist Uniform Dead Load 0 plf <br /> Base Values Adiusted Beam Self Weight 23 plf <br /> Bending Stress: Fb= 2900 psi Fb'= 2851 psi Total Uniform Load 23 plf <br /> Cd=1.00 CF=0.98 POINT LOADS-CENTER SPAN <br /> Shear Stress: Fv= 290 psi Fv'= 290 psi Load Number One <br /> Cd=1.00 Live Load 1415 lb <br /> Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Dead Load 1023 lb <br /> Comp.1 to Grain: Fc-L= 750 psi Fc--L'= 750 psi <br /> Location 11.83 ft <br /> Controlling Moment: 27688 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN. <br /> 11.94 Ft from left support of span 2(Center Span) Load Number One 4 Three <br /> Created by combining all dead loads and live loads on span(s)2 Left Live Load 0 plf 163 plf 150 plf <br /> Controlling Shear: -5452 lb Left Dead Load 0 plf 98 plf 90 plf <br /> 21.0 Ft from left support of span 2(Center Span) Right Live Load 163 plf 163 plf 150 plf <br /> Created by combining all dead loads and live loads on span(s)2 Right Dead Load 98 plf 98 plf 90 plf <br /> Load Start 0 ft 13 ft 13 ft <br /> Comparisons with required sections: Read Provided Load End 13 ft 20.58 ft 20.58 ft <br /> Section Modulus: 116.55 in3 171.5 in3 Load Length 13 ft 7.58 ft 7.58 ft <br /> Area(Shear): 28.2 in2 73.5 in2 <br /> Moment of Inertia(deflection): 921.59 in4 1200.5 in4 <br /> Moment: 27688 ft-lb 40742 ft-lb <br /> Shear: -5452 lb 14210 lb <br />