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• <br /> Project: Kreger_Myers page <br /> Jeffs <br /> Location: BM#05 JM Consulting&Design <br /> Multi-Loaded Multi-Span Beam 14137 105th Avenue NE or <br /> [2015 International Building Code(2015 NDS)] Kirkland,WA.98034 <br /> 3.5 IN x 11.25 IN x 8.0 FT StruCalc Version 10.0.1.6 10/27/2017 11:13:17 AM <br /> 1.55E Timberstrand LSL-iLevel Trus Joist <br /> Section Adequate By:298.6% <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center LOADING J2JAgEAM <br /> Live Load 0.05 IN L/2118 <br /> Dead Load 0.03 in <br /> Total Load 0.07 IN U1292 <br /> Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180 <br /> REACTIONS A <br /> Live Load 1266 lb 1266 lb <br /> Dead Load 809 lb 809 lb <br /> Total Load 2075 lb 2075 lb <br /> Bearing Length 0.66 in 0.66 in <br /> w <br /> BEAM DATA Center <br /> Span Length 8 ft <br /> IMIMIEMM <br /> Unbraced Length-Top 0 ft <br /> Unbraced Length-Bottom 8 ft <br /> Live Load Duration Factor 1.15 <br /> Notch Depth 0.00 <br /> UNIFORM LOADS Center <br /> MATERIAL PROPERTIES Uniform Live Load 317 plf <br /> 1.55E Timberstrand LSL-iLevel Trus Joist Uniform Dead Load 190 plf <br /> Base Values Adjusted Beam Self Weight 12 plf <br /> Bending Stress: Fb= 2325 psi Fb'= 2690 psi Total Uniform Load 519 plf <br /> Cd=1.15 CF=1.01 <br /> Shear Stress: Fv= 310 psi Fv'= 357 psi <br /> Cd=1.15 <br /> Modulus of Elasticity: E= 1550 ksi E'= 1550 ksi <br /> Comp. L to Grain: Fc-1= 900 psi Fc- = 900 psi <br /> Controlling Moment: 4151 ft-lb <br /> 4.0 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: 1619 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: 18.52 in3 73.83 in3 <br /> Area(Shear): 6.81 in2 39.38 in2 <br /> Moment of Inertia(deflection): 57.84 in4 415.28 in4 <br /> Moment: 4151 ft-lb 16548 ft-lb <br /> Shear: 1619 lb 9358 lb <br /> NOTES <br /> 11 <br /> g/:/� f <br />