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Project: DANIEL WELCHER REMODEL Page 1 rx�ts21 <br /> -- - basri <br /> Location. H1 1 4',4aV b2 Engineers <br /> Multi-Loaded Multi-Span Beam - 15306 61st Place NE of <br /> [2015 International Building Code(2012 NDS)] Kenmore, WA 98028 <br /> 5.5 IN x 5.5 IN x 3.7 FT <br /> #2 - Douglas-Fir-Larch - Dry Use StruCalc Version 9.0.3.0 2/5/2019 5:51:19 PM <br /> Section Adequate By: 1.0% <br /> Controlling Factor: Moment <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.03 IN L/1717 <br /> Dead Load 0.02 in <br /> Total Load 0.04 IN L/1041 <br /> Live Load Deflection Criteria: L/480 Total Load Deflection Criteria: L/360 <br /> REACTIONS A B <br /> Live Load 1125 lb 1125 lb <br /> Dead Load 730 lb 730 lb <br /> Total Load 1855 lb 1855 lb <br /> Bearing Length 0.54 in 0.54 in <br /> BEAM DATA Center <br /> Span Length 3.7 ft IIUnbraced Length-Top 0 ft A. 3.7 ft <br /> Unbraced Length-Bottom 3.7 ft B <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 UNIFORM LOADS Center <br /> MATERIAL PROPERTIES Uniform Live Load 0 plf <br /> #2 - Douglas-Fir-Larch Uniform Dead Load 0 plf <br /> Base Values Adjusted Beam Self Weight 7 plf <br /> Bending Stress: Fb = 750 psi Fb' = 750 psi Total Uniform Load 7 plf <br /> Cd=1.00 CF=1.00 TRAPEZOIDAL LOADS - CENTER SPAN <br /> Shear Stress: Fv = 170 psi Fv' = 170 psi Load Number One Two <br /> Cd=1.00 Left Live Load 200 plf 408 plf <br /> Modulus of Elasticity: E = 1300 ksi E' = 1300 ksi Left Dead Load 215 plf 173 plf <br /> Comp. to Grain: Fc - = 625 psi Fc - = 625 psi Right Live Load 200 plf 408 plf <br /> Controlling Moment: 1716 ft-lb Right Dead Load 215 plf 173 plf <br /> Load Start 0 ft 0 ft <br /> 1.85 Ft from left support of span 2 (Center Span) Load End 3.7 ft 3.7 ft <br /> Created by combining all dead loads and live loads on span(s) 2 Load Length 3.7 ft 3.7 ft <br /> Controlling Shear: 1855 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: Req'd Provided <br /> Section Modulus: 27.45 in3 27.73 in3 <br /> Area (Shear): 16.37 in2 30.25 in2 <br /> Moment of Inertia (deflection): 26.36 in4 76.26 in4 <br /> Moment: 1716 ft-lb 1733 ft-lb <br /> Shear: 1855 lb 3428 lb <br /> NOTES <br /> _ 77...______N) <br /> / �(() <br /> , <br />