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Project: Kreger_Myers page <br /> Jeff Miller <br /> Location: BM#01 JM Consulting&Design �� <br /> Multi-Loaded Multi-Span Beam 14137 105th Avenue NE of <br /> [2015 International Building Code(2015 NDS)] Kirkland,WA.98034 <br /> 5.25 IN x 14.0 IN x 23.58 FT StruCalc Version 10.0.1.6 10/27/2017 11:13:15 AM <br /> 2.0E Parallam-iLevel Trus Joist <br /> Section Adequate By: 17.4% <br /> Controlling Factor: Deflection <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.58 IN L/490 <br /> Dead Load 0.43 in <br /> Total Load 1.00 IN L/282 <br /> Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 <br /> REACTIONS A <br /> Live Load 1469 lb 1469 lb <br /> Dead Load 1186 lb 1186 lb <br /> Total Load 2655 lb 2655 lb <br /> Bearing Length 0.67 in 0.67 in <br /> BEAM DATA <br /> Span Length 23.58 ft <br /> Unbraced Length-Top 0 ft 23.58ft <br /> Unbraced Length-Bottom 23.58 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 <br /> 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 Adjusted 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 2938 lb <br /> Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Dead Load 1831 lb <br /> Comp.1 to Grain: Fc- = 750 psi Fc--- = 750 psi Location 11.79 ft <br /> Controlling Moment: 29710 ft-lb <br /> 11.79 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: 2634 lb <br /> At a distance d from 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: Read Provided <br /> Section Modulus: 125.06 in3 171.5 in3 <br /> Area(Shear): 13.62 in2 73.5 in2 <br /> Moment of Inertia(deflection): 1022.24 in4 1200.5 in4 <br /> Moment: 29710 ft-lb 40742 ft-lb <br /> Shear: 2634 lb 14210 lb <br /> NOTES <br />