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Project:MARVIN rt�LStruCalc 9.0 page <br /> Location:BM#02 <br /> Multi-Loaded Multi-Span Beam r* of <br /> [2015 International Building Code(2015 NDS)] f -1:- <br /> 3.5 IN x 9.0 IN x 15.666 FT(9.7+6) <br /> 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 9/25/2019 1:53:08 PM <br /> Section Adequate By:709.7% <br /> Controlling Factor:Moment <br /> DEFLECTIONS J,t Center LOADING DIAGRAM <br /> Live Load 0.02 IN L/6601 0.01 IN L/6576 <br /> Dead Load 0.01 in 0.00 in <br /> Total Load 0.02 IN L/5080 0.01 IN L/6151 <br /> Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 <br /> REACTIONS A B C <br /> Live Load 221 lb 763 lb 592 lb <br /> Dead Load 79 lb 231 lb 92 lb <br /> Total Load 300 lb 994 lb 684 lb <br /> Uplift(1.5 F.S) 0 lb 0 lb -3 lb <br /> Bearing Length 0.13 in 0.44 in 0.30 in <br /> BEAM DATA Left Center <br /> Span Length 9.67 ft 6 ft 9.666 ft t E ft <br /> Unbraced Length-Top 0 ft 0 ft <br /> Unbraced Length-Bottom 9.67 ft 6 ft <br /> Live Load Duration Factor 1.00 UNIFORM LOADS Left Center <br /> Notch Depth 0.00 Uniform Live Load 54 plf 0 plf <br /> MATERIAL PROPERTIES Uniform Dead Load 14 plf 0 plf <br /> 24F-V4-Visually Graded Western Species Beam Self Weight 7 plf 7 plf <br /> Base Values Adiusted Total Uniform Load 75 plf 7 plf <br /> Bending Stress: Fb= 2400 psi Controlled by: TRAPEZOIDAL LOADS-CENTER SPAN <br /> Fb_cmpr= 1850 psi Fb_cmpr'= 1819 psi Load Number One <br /> Cd=1.00 CI=0.98 Left Live Load 240 plf <br /> Shear Stress: Fv= 265 psi Fv'= 265 psi Left Dead Load 40 plf <br /> Cd=1.00 Right Live Load 240 plf <br /> Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Right Dead Load 40 plf <br /> Comp.L to Grain: Fc-L= 650 psi Fc--- = 650 psi Load Start 2 ft <br /> Controlling Moment: -885 ft-lb Load End 6 ft <br /> 9.67 Ft from left support of span 1 (Left Span) Load Length 4 ft <br /> Created by combining all dead loads and live loads on span(s)1, 2 <br /> Controlling Shear: -685 lb <br /> At right 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: 5.84 in3 47.25 in3 <br /> Area(Shear): 3.87 in2 31.5 in2 <br /> Moment of Inertia(deflection): 11.64 in4 212.63 in4 <br /> Moment: -885 ft-lb 7163 ft-lb <br /> Shear: -685 lb 5565 lb <br />