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Project:lenya page <br /> Tatyana Shadyrya <br /> Location:uf#3f41411, Archstudio"Y.ShaShadyrya" <br /> Multi-Loaded Multi-Span Beam 22420 6th PI West <br /> [2015 International Building Code(2012 NDS)] Bothell,WA 98021 <br /> 5.25 IN x 11.875 IN x 15.0 FT <br /> 2.0E Parallam-iLevel Trus Joist StruCatc Version 9.0.2.5 10/19/2016 3:17:27 PM <br /> Section Adequate By:52.5% <br /> Controlling Factor Deflection <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.22 IN L/816 <br /> Dead Load 0.11 in <br /> Total Load 0.33 IN L/549 <br /> Live Load Deflection Criteria:Lf480 Total Load Deflection Criteria:L/360 <br /> REACTIONS A B <br /> Live Load 1724 lb 1108 lb <br /> Dead Load 867 lb 610 lb <br /> Total Load 2591 lb 1718 lb 1 <br /> Bearing Length 0.66 in 0.44 in <br /> BEAM DATA Center <br /> Span Length 15 ft -- <br /> — <br /> Unbraced Length-Top 0 ft -- isrsil— <br /> Unbraced Length-Bottom 15 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 <br /> MATERIALUNIFORM LOADS Center <br /> PROPERTIES <br /> 2.0E Parallam D <br /> -iLevel Trus Joist Uniform Live Load 0 plf <br /> Base Values Adjusted Uniform Dead Load 0 plf <br /> Beam Self Weight 19 pit <br /> Bending Stress: Fb= 2900 psi Fb'= 2903 psi Total Uniform Load 19 plf <br /> Cd=1.00 CF=1.00 <br /> Shear Stress: Ft/= 290 psi Fv= 290 psi POINT LOADS-CENTER SPAN <br /> Cd=1-00 Load Number One Two <br /> Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Live Load 1714 lb 1118 lb <br /> Comp.l to Grain: Fc--1-= 750 psi Fc--L'= 750 psi Dead Load 717 lb 468 lb <br /> Location 5.87 ft 5.87 ft <br /> Controlling Moment: 14825 ft-lb <br /> 5.85 Ft from left support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)2 <br /> Controlling Shear: 2591 lb <br /> At left 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: Req'd Provided <br /> Section Modulus: 61.27 in3 123.39 in3 <br /> Area(Shear): 13.4 in2 62.34 in2 <br /> Moment of Inertia(deflection): 480.35 in4 732.62 in4 <br /> Moment: 14825 ft-lb 29854 ft-lb <br /> Shear: 2591 lb 12053 lb <br /> NOTES <br /> 1, l <br />