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, Project: SURINDER page <br /> Location: 5'hdr flr bm @ lower dining(4x12 df2) yypaln AmericanHomePlanners / <br /> Multi-Loaded Multi-Span Beam 2812 Colby Avenue of <br /> [2015 International Building Code(2012 NDS)] Everett WA 98201 <br /> 3.5 INx11.25INx5.33FT <br /> #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 2/17/2017 1:57:47 PM <br /> Section Adequate By: 82.4% <br /> Controlling Factor: Shear <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.01 IN L/7614 <br /> Dead Load 0.01 in <br /> Total Load 0.02 IN L/3915 <br /> Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 <br /> REACTIONS A <br /> Live Load 362 lb 1430 lb <br /> Dead Load 476 lb 1161 lb <br /> Total Load 838 lb 2591 lb MOM <br /> Bearing Length 0.38 in 1.18 in <br /> BEAM DATA Center <br /> Span Length 5.33 ft . --- <br /> Unbraced Length-Top 0 ft A 5.33n <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-Douglas-Fir-Larch Uniform Dead Load 80 plf <br /> Base Values Adjusted Beam Self Weight 9 plf <br /> Bending Stress: Fb= 900 psi Fb'= 990 psi Total Uniform Load 89 plf <br /> Cd=1.00 CF=1.10 POINT LOADS-CENTER SPAN <br /> Shear Stress: Fv= 180 psi Fv'= 180 psi <br /> Load Number One <br /> Cd=1.00 <br /> Live Load 1110 lb <br /> Modulus of Elasticity: E= 1600 ksi E= 1600 ksi Dead Load 756 lb <br /> Comp.-I-to Grain: Fc- = 625 psi Fc- L'= 625 psi <br /> Location 4 ft <br /> Controlling Moment: 2641 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN <br /> 4.0 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 512.5 plf <br /> Controlling Shear: -2591 lb Left Dead Load 307.5 plf <br /> 5.0 Ft from left support of span 2(Center Span) Right Live Load 512.5 plf <br /> Created by combining all dead loads and live loads on span(s)2 Right Dead Load 307.5 plf <br /> Load Start 4 ft <br /> Comparisons with required sections: Reo'd Provided Load End 5.33 ft <br /> Section Modulus: 32.01 in3 73.83 in3 Load Length 1.33 ft <br /> Area(Shear): 21.59 in2 39,38 in2 <br /> Moment of Inertia(deflection): 25.46 in4 415.28 in4 <br /> Moment: 2641 ft-lb 6091 ft-lb <br /> Shear: -2591 lb 4725 lb <br /> NOTES <br />