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. Project:SURINDER page <br /> Location:5'hdr fir bm @ right rear Iwer bedrm(3 1/2 x 11 1/4 Parallam) Se('tj h AmericanHomePlanners <br /> Multi-Loaded Multi-Span Beam 2812 Colby Avenue of <br /> [2015 International Building Code(2012 NDS)] Everett WA 98201 <br /> 3.5 IN x 11.25 IN x 5.33 FT <br /> 2.0E Parallam-iLevel Trus Joist StruCalc Version 9.0.2.5 2/17/2017 1:57:40 PM <br /> Section Adequate By: 10.1% <br /> Controlling Factor:Shear <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.01 IN L/6303 <br /> Dead Load 0.01 in <br /> Total Load 0.02 IN L/3245 <br /> Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 <br /> REACTIONS A <br /> Live Load 3718 lb 747 lb <br /> Dead Load 3198 lb 769 lb <br /> Total Load 6916 lb 1516 lb <br /> Bearing Length 2.63 in 0.58 in <br /> )BEAM DATA Center <br /> Span Length 5.33 ft <br /> A <br /> Unbraced Length-Top 0 ft A 5.33n <br /> B- <br /> Unbraced Length-Bottom 5.33 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 80 plf <br /> Base Values Adjusted Beam Self Weight 12 plf <br /> Bending Stress: Fb= 2900 psi Fb'= 2921 psi Total Uniform Load 92 plf <br /> Cd=1.00 CF=1.07 POINT LOADS-CENTER SPAN <br /> Shear Stress: Fv= 290 psi Fv'= 290 psi <br /> Cd=1.00 Load Number One <br /> Modulus of Elasticity: E= 2000 ksi E= 2000 ksi Live Load 3741 lb <br /> Dead Load 3040 lb <br /> Comp. to Grain: Fc- = 750 psi Fc--t-'= 750 psi Location 0.5 ft <br /> Controlling Moment: 3458 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN <br /> 0.75 Ft from left support of span 2(Center Span) Load Number One <br /> Created by combining all dead loads and live loads on span(s)2 Left Live Load 150 plf <br /> Controlling Shear: 6916 lb Left Dead Load 90 plf <br /> At left support of span 2(Center Span) Right Live Load 150 plf <br /> Created by combining all dead loads and live loads on span(s)2 Right Dead Load 90 plf <br /> Load Start 0.5 ft <br /> Comparisons with required sections: Red Provided Load End 5.33 ft <br /> Section Modulus: 14.21 in3 73.83 in3 Load Length 4.83 ft <br /> Area(Shear): 35.77 in2 39.38 in2 <br /> Moment of Inertia(deflection): 30.72 in4 415.28 in4 <br /> Moment: 3458 ft-lb 17970 ft-lb <br /> Shear: 6916 lb 7613 lb <br /> NOTES <br />