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Project:Jerabek page <br /> Location:5 1/4 x 11 1/4 Parallam(2.0E)Cantilevered upper flr bm abv great 4*. AmericanHomePlanners / <br /> Multi-Loaded Multi-Span Beam 2812 Colby Avenue of <br /> [2012 International Building Code(2012 NDS)] ' Everett WA 98201 <br /> 5.25 IN x 11.25 IN x 19.5 FT(17.5+2) <br /> - 2.0E Parallam-iLevel Trus Joist StruCalc Version 9.0.1.0 12/15/2014 3:32:17 PM <br /> Section Adequate By:24.3% <br /> Controlling Factor:Deflection <br /> DEFLECTIONS Center Right LOADING DIAGRAM <br /> Live Load 0.29 IN L/716 -0.11 IN 2L/448 <br /> Dead Load 0.12 in -0.04 in <br /> Total Load 0.41 IN L/507 -0.15 IN 2L/330 <br /> Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 <br /> REACTIONS A <br /> Live Load 1516 lb 2262 lb <br /> Dead Load 687 lb 1530 lb <br /> Total Load 2202 lb 3793 lb <br /> Bearing Length 0.56 in 0.96 in <br /> BEAM DATA Center RightSpan Length 17.5 ft 2 ft - �zsn --- - -- ..- 2f <br /> Unbraced Length-Top O ft O ft AB <br /> = <br /> Unbraced Length-Bottom 17.5 ft 2 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 UNIFORM LOADS Center Right <br /> MATERIAL PROPERTIEa Uniform Live Load 53 plf 53 plf <br /> 2.0E Parallam-iLevel Trus Joist Uniform Dead Load 20 plf 100 plf <br /> Base Values Adjusted Beam Self Weight 18 plf 18 plf <br /> Bending Stress: Fb= 2900 psi Fb'= 2921 psi Total Uniform Load 92 plf 172 plf <br /> Cd=1.00 CF=1.01 TRAPEZOIDAL LOADS-CENTER SPAN <br /> Shear Stress: Fv= 290 psi Fv'= 290 psi Load Number One <br /> Cd=1.00 Left Live Load 120 plf <br /> Modulus of Elasticity: E= 2000 ksi E= 2000 ksi Left Dead Load 45 plf <br /> Comp.-t-to Grain: Fc-- = 750 psi Fc- t'= 750 psi Right Live Load 120 plf <br /> Right Dead Load 45 plf <br /> Controlling Moment: 9450 ft-lb Load Start 0 ft <br /> 8.57 Ft from left support of span 2(Center Span) Load End 17.5 ft <br /> Created by combining all dead loads and live loads on span(s)2 Load Length 17.5 ft <br /> Controlling Shear: -2329 lb $LGHT SPAN <br /> 17.0 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)2,3 <br /> Left Live Load 300 plf <br /> Left Dead Load 260 plf <br /> Comparisons with required sections: Redd Provided Right Live Load 300 plf <br /> Section Modulus: 38.83 in3 110.74 in3 Right Dead Load 260 plf <br /> Area(Shear): 12.05 in2 59.06 in2 <br /> Load Start 0 ft <br /> Moment of Inertia(deflection): 501.18 in4 622.92 in4 Load End 2 ft <br /> Moment: 9450 ft-lb 26955 ft-lb Load Length 2 ft <br /> Shear: -2329 lb 11419 lb <br />