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Project: Kreger_Myers pa; <br /> Jeff Miller <br /> Location: BM#04 JM Consulting&Design <br /> Multi-Loaded Multi-Span Beam 14137 105th Avenue NE of <br /> /;) <br /> [2015 International Building Code(2015 NDS)] Kirkland,WA. 98034 <br /> 3.5 IN x 11.875 IN x 16.25 FT StruCalc Version 10.0.1.6 10/27/2017 11:13:19 AM <br /> 2.0E Parallam-iLevel Trus Joist <br /> Section Adequate By: 16.4% <br /> Controlling Factor: Deflection <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.57 IN L/343 <br /> Dead Load 0.36 in <br /> Total Load 0.93 IN L/210 <br /> Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180 <br /> REACTIONS A <br /> Live Load 2877 lb 2877 lb <br /> Dead Load 1832 lb 1832 lb <br /> Total Load 4709 lb 4709 lb <br /> Bearing Length 1.79 in 1.79 in <br /> BEAM DATA Center <br /> Span Length 16.25 ft - -- <br /> Unbraced Length-Top 0 ft A 16.25 ft B <br /> Unbraced Length-Bottom 16.25 ft <br /> Live Load Duration Factor 1.15 <br /> Notch Depth 0.00 <br /> UNIFORM LOADS Center <br /> MATERIAL PROPERTIES Uniform Live Load 354 plf <br /> 2.0E Parallam-iLevel Trus Joist Uniform Dead Load 213 plf <br /> Base Values Adjusted Beam Self Weight 13 plf <br /> Bending Stress: Fb= 2900 psi Fb'= 3339 psi Total Uniform Load 580 plf <br /> Cd=1.15 CF=1.00 <br /> Shear Stress: Fv= 290 psi Fv'= 334 psi <br /> Cd=1.15 <br /> Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi <br /> Comp.-I-to Grain: Fc-L= 750 psi Fc--- = 750 psi <br /> Controlling Moment: 19131 ft-lb <br /> 8.12 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: -4144 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: Req'd Provided <br /> Section Modulus: 68.76 in3 82.26 in3 <br /> Area(Shear): 18.64 in2 41.56 in2 <br /> Moment of Inertia(deflection): 419.62 in4 488.41 in4 <br /> Moment: 19131 ft-lb 22888 ft-lb <br /> Shear -4144 lb 9241 lb <br /> NOTES <br /> .T/i/V <br />