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Project: DANIEL WELCHER REMODEL Page 1 pate21 <br /> - basri <br /> Location: H1-3 via ; b2 Engineers <br /> Multi-Loaded Multi-Span Beam 15306 61st Place NE of <br /> [2015 International Building Code(2012 NDS)] ►-" Kenmore, WA 98028 <br /> 3.125 IN x 6.0 IN x 5.0 FT <br /> 24F-V4 -Visually Graded Western Species - Dry Use StruCalc Version 9.0.3.0 2/5/2019 5:51:19 PM <br /> Section Adequate By: 20.0% <br /> Controlling Factor: Moment <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.08 IN L/711 <br /> Dead Load 0.05 in <br /> Total Load 0.14 IN L/432 <br /> Live Load Deflection Criteria: L/480 Total Load Deflection Criteria: L/360 <br /> REACTIONS A <br /> Live Load 1520 lb 1520 lb <br /> Dead Load 980 lb 980 lb <br /> Total Load 2500 lb 2500 lb <br /> Bearing Length 1.23 in 1.23 in <br /> BEAM DATA Center <br /> Span Length 5 ft <br /> Unbraced Length-Top 0 ft A -- 5ft-- B <br /> Unbraced Length-Bottom 5 ft <br /> Live Load Duration Factor 1.00 <br /> Camber Adj. Factor 0 <br /> Camber Required 0 UNIFORM LOADS Center <br /> Notch Depth 0.00 Uniform Live Load 0 plf <br /> Uniform Dead Load 0 plf <br /> MATERIAL PROPERTIES Beam Self Weight 4 plf <br /> 24F-V4 - Visually Graded Western Species Total Uniform Load 4 plf <br /> Base Values Adjusted TRAPEZOIDAL LOADS - CENTER SPAN <br /> Bending Stress: Fb = 2400 psi Controlled by: Load Number One Two <br /> Fb_cmpr= 1850 psi Fb' = 2400 psi Left Live Load 200 plf 408 plf <br /> Cd=1.00 Left Dead Load 215 plf 173 plf <br /> Shear Stress: Fv = 265 psi Fv' = 265 psi Right Live Load 200 plf 408 plf <br /> Cd=1.00 Right Dead Load 215 plf 173 plf <br /> Modulus of Elasticity: E = 1800 ksi E' = 1800 ksi Load Start 0 ft 0 ft <br /> Comp. to Grain: Fc- = 650 psi Fc---' = 650 psi Load End 5 ft 5 ft <br /> Load Length 5 ft 5 ft <br /> Controlling Moment: 3125 ft-lb <br /> 2.5 Ft from left support of span 2 (Center Span) <br /> Created by combining all dead loads and live loads on span(s) 2 <br /> Controlling Shear: 2500 lb <br /> At left support of span 2 (Center Span) <br /> Created by combining all dead loads and live loads on span(s) 2 <br /> Comparisons with required sections: Reo'd Provided <br /> Section Modulus: 15.63 in3 18.75 in3 <br /> Area (Shear): 14.15 in2 18.75 in2 <br /> Moment of Inertia (deflection): 46.87 in4 56.25 in4 <br /> Moment: 3125 ft-lb 3750 ft-lb <br /> Shear: 2500 lb 3313 lb <br /> NOTES <br /> Orl <br />