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Page 1 aate21 <br /> Project: DANIEL WELCHER REMODEL <br /> I- - basri <br /> Location: H1-2 b2 Engineers <br /> Combination Roof And Floor Beam \ ...--alc g <br /> tjy- 15306 61st Place NE of <br /> [2015 International Building Code(2012 NDS)] Kenmore, WA 98028 <br /> 3.5 IN x 7.25 IN x 5.0 FT <br /> #2 - Douglas-Fir-Larch - Dry Use StruCalc Version 9.0.3.0 2/5/2019 5:51:20 PM <br /> Section Adequate By: 18.6% <br /> Controlling Factor: Moment <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.04 IN L/1355 <br /> Dead Load 0.03 in <br /> Total Load 0.07 IN L/818 <br /> Live Load Deflection Criteria: L/480 Total Load Deflection Criteria: L/360 <br /> REACTIONS A B <br /> Live Load 1400 lb 1400 lb <br /> Dead Load 919 lb 919 lb <br /> Total Load 2319 lb 2319 lb <br /> Bearing Length 1.06 in 1.06 in <br /> w <br /> BEAM DATA Center <br /> Span Length 5 ft <br /> AUnbraced Length-Top 0 ft A 5 ft B <br /> Roof Pitch 6 :12 <br /> Floor Duration Factor 1.00 <br /> Roof Duration Factor 1.15 ROOF LOADING <br /> Notch Depth 0.00 Side 1 Side 2 <br /> MATERIAL PROPERTIES Roof Live Load RLL = 25 psf 25 psf <br /> #2 - Douglas-Fir-Larch Roof Dead Load RDL = 12 psf 15 psf <br /> Base Values Adjusted Roof Tributary Width RTW = 14 ft 0 ft <br /> Bending Stress: Fb = 900 psi Fb' = 1346 psi <br /> Cd=1.15 CF=1.30 FLOOR LOADING <br /> Shear Stress: Fv = 180 psi Fv' = 207 psi Side 1 Side 2 <br /> Cd=1.15 Floor Live Load FLL = 40 psf 40 psf <br /> Modulus of Elasticity: E = 1600 ksi E' = 1600 ksi Floor Dead Load FDL = 17 psf 15 psf <br /> Comp. -I-to Grain: Fc --1- = 625 psi Fc--I-' = 625 psi Floor Tributary Width FTW = 5.3 ft 0 ft <br /> Controlling Moment: 2899 ft-lb Wall Load WALL = 85 plf <br /> 2.5 ft from left support BEAM LOADING <br /> Created by combining all dead and live loads. Roof Uniform Live Load: wL roof= 350 plf <br /> Controlling Shear: 2319 lb Roof Uniform Dead Load: wD-roof= 188 plf <br /> At support. Floor Uniform Live Load: wL-floor= 210 plf <br /> Created by combining all dead and live loads. Floor Uniform Dead Load: wD floor = 89 plf <br /> Beam Self Weight: BSW = 6 plf <br /> Comparisons with required sections: Reci'd Provided Combined Uniform Live Load: wL - 560 plf <br /> Section Modulus: 25.85 in3 30.66 in3 Combined Uniform Dead Load: wD = 368 plf <br /> Area (Shear). 16.8 in2 25.38 in2 Combined Uniform Total Load: wT = 928 plf <br /> Moment of Inertia (deflection): 48.91 in4 111.15 in4 Controlling Total Design Load: wT-cont = 928 plf <br /> Moment: 2899 ft-lb 3438 ft-lb <br /> Shear: 2319 lb 3502 lb <br /> NOTES <br /> (/) <br /> 0\ <br />