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page <br /> ' Project:Jerabek <br /> Location: 18'GARAGE DR HDR(5 1/4 x 24 PARALLAM 2.0E) ,it;ltl, AmericanHomePlanners / <br /> Multi-Loaded Multi-Span Beam 2812 Colby Avenue of <br /> [2012 International Building Code(2012 NDS)] Everett WA 98201 <br /> 5.25 INx24.0INx18.OFT <br /> • 2.0E Parallam-iLevel Trus Joist StruCalc Version 9.0.1.0 12/15/2014 3:32:10 PM <br /> Section Adequate By:83.3% <br /> Controlling Factor:Shear <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.18 IN L/1185 <br /> Dead Load 0.11 in <br /> Total Load 0.29 IN L/740 <br /> Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 <br /> REACTIONS A B 2 3 <br /> Live Load 8299 lb 8299 lb 1 4 <br /> Dead Load 4992 lb 4992 lb <br /> Total Load 13291 lb 13291 lb <br /> Bearing Length 3.38 in 3.38 in <br /> BEAM DATA Center - ` `, � <br /> Span Length 18 ft _ + <br /> AV <br /> Unbraced Length-Top 0 ft A -- 18R — <br /> Unbraced Length-Bottom 18 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 A NIFORM LOADS Cen er <br /> MATERIAL PROPERTIES Uniform Live Load 360 plf <br /> 2.0E Parallam-iLevel Trus Joist Uniform Dead Load 135 plf <br /> Base Values Adjusted Beam Self Weight 39 plf <br /> Bending Stress: Fb= 2900 psi Fb'= 2685 psi Total Uniform Load 534 plf <br /> Cd=1.00 CF=0.93 POINT LOADS-CENTER SPAN. <br /> Shear Stress: Fv= 290 psi Fv'= 290 psi <br /> Load Number One Two Three Four <br /> Cd=1.00 Live Load 1320 lb 3739 lb 3739 lb 1320 lb <br /> Modulus of Elasticity: E= 2000 ksi E= 2000 ksi Dead Load 682 lb 1931 Ifs 1931 lb 682 lb <br /> Comp.-Ito Grain: Fc--I-= 750 psi Fc--1-'= 750 psi Location 1.5 ft 5.25 ft 12.75 ft 16.5 ft <br /> Controlling Moment: 58058 ft-lb , TRAPEZOIDAL LOADS-CENTER_SPAN <br /> 9.0 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 Left Live Load 0 plf <br /> Controlling Shear: -13291 lb Left Dead Load 90 plf <br /> At right support of span 2(Center Span) Right Live Load 0 plf <br /> Created by combining all dead loads and live loads on span(s)2 Right Dead Load 90 plf <br /> Load Start 0 ft <br /> Comparisons with required sections: Read Provi ed Load End 18 ft <br /> Section Modulus: 259,47 in3 504 in3 Load Length 18 ft <br /> Area(Shear): 68.75 in2 126 in2 <br /> Moment of Inertia(deflection): 1960.77 in4 6048 in4 <br /> Moment: 58058 ft-lb 112772 ft-lb <br /> Shear: -13291 lb 24360 lb <br />