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page <br /> , Project: SURINDER <br /> Location:8'hdr roof bm(3 1/2 x 11 1/4 Parallam 2.0E) :;-.4 i;;at,k; AmericanHomePlanners <br /> Multi-Loaded Multi-Span Beam 2812 Colby Avenue ot <br /> [2015 International Building Code(2012 NDS)] Everett WA 98201 <br /> 3.5 IN x 11.25 IN x 8.33 FT <br /> 2.0E Parallam-iLevel Trus Joist StruCalc Version 9.0.2.5 2/17/2017 1:57:30 PM <br /> Section Adequate By: 33.0% <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.10 IN L/1030 <br /> -Dead Load 0.08 in <br /> Total Load 0.17 IN L/576 <br /> Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 <br /> REACTIONS A <br /> Live Load 1960 lb 2992 lb <br /> Dead Load 1526 lb 2227 lb <br /> Total Load 3486 lb 5219 lb <br /> Bearing Length 1.33 in 1.99 in <br /> BEAM DATA Center <br /> Span Length 8.33 ft <br /> A <br /> Unbraced Length-Top 0 ft A 8.33 ft B <br /> Unbraced Length-Bottom 8.33 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 12 plf <br /> Bending Stress: Fb= 2900 psi Fb'= 2921 psi Total Uniform Load 12 plf <br /> Cd=1.00 CF=1.01 <br /> Shear Stress: Fv= 290 psi Fv'= 290 psi POINT LOADS CENTER SPAN <br /> Cd=1.00 Load Number One <br /> Modulus of Elasticity: E= 2000 ksi E= 2000 ksi Live Load 2375 lb <br /> Comp.-Ito Grain: Fc--L= 750 psi Fc--I-'= 750 psi Dead Load 2105 lb <br /> Location 4.67 ft <br /> Controlling Moment: 13515 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN <br /> 4.66 Ft from left support of span 2(Center Span) Load Number One Two <br /> Created by combining all dead loads and live loads on span(s)2 Left Live Load 150 plf 512.5 plf <br /> Controlling Shear: -5219 lb Left Dead Load 90 plf 307.5 plf <br /> 8.0 Ft from left support of span 2(Center Span) Right Live Load 150 plf 512.5 plf <br /> Created by combining all dead loads and live loads on span(s)2 Right Dead Lcad 90 plf 307.5 plf <br /> Load Start 0 ft 4.67 ft <br /> Comparisons with required sections: Reo'd Provided Load End 4.67 ft 8.33 ft <br /> Section Modulus: 55.52 in3 73.83 in3 Load Length 4.67 ft 3.66 ft <br /> Area(Shear): 26.99 in2 39.38 in2 <br /> Moment of Inertia(deflection): 173.15 in4 415.28 in4 <br /> Moment: 13515 ft-lb 17970 ft-lb <br /> Shear: -5219 lb 7613 lb <br /> NOTES <br />