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page <br /> Project:Jerabek <br /> _ Location: 17'UPPER FLR BM ABV GREAT RM(5 1/4 X 16 Parallam 2.0E) jitu ; AmericanHomePlanners <br /> Multi-Loaded Multi-Span Beam #a%�''`',. 2812 Colby Avenue or <br /> [2012 International Building Code(2012 NDS)] Everett WA 98201 <br /> 5.25 IN x 16.0 IN x 17.33 FT <br /> - 2.0E Parallam-iLevel Trus Joist StruCalc Version 9.0.1.0 12/15/2014 3:31:20 PM <br /> Section Adequate By:42.6% <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.39 IN L/534 <br /> Dead Load 0.17 in <br /> Total Load 0.56 IN L/371 <br /> Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 <br /> REACTIONS 9 <br /> Live Load 5347 lb 6502 lb <br /> Dead Load 2305 lb 3068 lb _ <br /> Total Load 7653 lb 9570 lb <br /> Bearing Length 1.94 in 2.43 in <br /> BEAM DATA Center <br /> Span Length 17.33 ft ----- <br /> Unbraced Length-Top 0 ft A= --- -17.33n— ----------- B <br /> Unbraced Length-Bottom 17.33 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 ,JIIFORM LOADS Center <br /> MATERIAL PROPERTIES Uniform Live Load 560 plf <br /> 2.0E Parallam-iLevel Trus Joist Uniform Dead Load 210 plf <br /> Base Values Adjusted Beam Self Weight 26 plf <br /> Bending Stress: Fb= 2900 psi Fb'= 2809 psi Total Uniform Load 796 plf <br /> Cd=1.00 CF=0.97 <br /> Shear Stress: Fv= 290 psi Fv'= 290 psi <br /> LoadLLOADS-CENTER SPAS( <br /> Load Number One <br /> Cd=1.00 Live Load 2145 lb <br /> Modulus of Elasticity: E= 2000 ksi E= 2000 ksi Dead Load 959 Ib <br /> Comp. i-to Grain: Fc--i-= 750 psi Fc- '= 750 psi Location 13.33 ft <br /> Controlling Moment: 36774 ft-lb TRAPEZOIDAL-LOADS-CENTER SPAN <br /> 9.53 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: -9570 lb Left Dead Load 80 plf <br /> 17.0 Ft from left 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 80 plf <br /> Load Start 13.33 ft <br /> Comparisons with required sections: Req'd Provided Load End 17.33 ft <br /> Section Modulus: 157.11 in3 224 in3 Load Length 4 ft <br /> Area(Shear): 49.5 in2 84 in2 <br /> Moment of Inertia(deflection): 1207.97 in4 1792 in4 <br /> Moment: 36774 ft-lb 52430 ft-lb <br /> Shear: -9570 lb 16240 lb <br />