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Project: Kreger_Myers page <br /> Jeff Miller <br /> Location: BM#02 JM Consulting&Design 1 <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 11.25 IN x 23.58 FT StruCalc Version 10.0.1.6 10/27/2017 11:13:16 AM <br /> 2.0E Parallam-iLevel Trus Joist <br /> Section Adequate By:56.2% <br /> Controlling Factor: Deflection <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.56 IN L/508 <br /> Dead Load 0.45 in <br /> Total Load 1.01 IN L/281 <br /> Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180 <br /> REACTIONS A <br /> Live Load 735 lb 735 lb <br /> Dead Load 676 lb 676 lb <br /> Total Load 1411 lb 1411 lb <br /> Bearing Length 0.36 in 0.36 in <br /> BEAM DATA Center <br /> Span Length 23.58 ft <br /> Unbraced Length-Top 0 ft 23.58 ft <br /> Unbraced Length-Bottom 23.58 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 Adjusted Beam Self Weight 18 plf <br /> Bending Stress: Fb= 2900 psi Fb'= 2921 psi Total Uniform Load 18 plf <br /> Cd=1.00 CF=1.01 POINT LOADS-CENTER SPAN <br /> Shear Stress: Fv= 290 psi Fv'= 290 psi Load Number One <br /> Cd=1.00 Live Load 1469 lb <br /> Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Dead Load 916 lb <br /> Comp. L to Grain: Fc- L= 750 psi Fc- L'= 750 psi Location 11.79 ft <br /> Controlling Moment: 15342 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: -1397 lb <br /> At a distance d from right 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: 63.03 in3 110.74 in3 <br /> Area(Shear): 7.23 in2 59.06 in2 <br /> Moment of Inertia(deflection): 398.84 in4 622.92 in4 <br /> Moment: 15342 ft-lb 26955 ft-lb <br /> Shear: -1397 lb 11419 lb <br /> NOTES <br /> -� r y <br />