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. Project:SURINDER page <br /> Location: 5' hdr flr bm @ lower flr bedrm(4x10 df2) wit' aln; AmericanHomePlanners <br /> Combination Roof And Floor Beam 2812 Colby Avenue of <br /> [2015 International Building Code(2012 NDS)] Everett WA 98201 <br /> 3.5 INx9.25INx5.33FT <br /> #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 2/17/2017 1:58:00 PM <br /> Section Adequate By: 80.4% <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.02 IN L/2615 <br /> -Dead Load 0.02 in <br /> Total Load 0.04 IN L/1613 <br /> Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 <br /> REACTIONS A B <br /> Live Load 1326 lb 1326 lb <br /> Dead Load 823 lb 823 lb <br /> Total Load 2149 lb 2149 lb <br /> Bearing Length 0.98 in 0.98 in i z t 4- , 7 -t a <br /> BEAM DATA Center rAbg. . � e4gT ` <br /> y <br /> Span Length 5.33 ft <br /> A <br /> Unbraced Length-Top 0 ft A 5.33 ft B <br /> Roof Pitch 4 :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= 15 psf 15 psf <br /> Base Values Adiusted Roof Tributary Width RTW= 5.5 ft 0 ft <br /> Bending Stress: Fb= 900 psi Fb'= 1242 psi <br /> Cd=1.15 CF=1.20 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= 15 psf 15 psf <br /> Comp.-I-to Grain: Fc--L= 625 psi Fc-L'= 625 psi Floor Tributary Width FTW= 9 ft 0 ft <br /> Controlling Moment: 2864 ft-lb Wall Load WALL= 80 plf <br /> 2.665 ft from left support <br /> Created by combining all dead and live loads. REAM LOADING <br /> Roof Uniform Live Load: wL-roof= 138 plf <br /> Controlling Shear: 2149 lb Roof Uniform Dead Load: wD-roof= 87 plf <br /> At support. Floor Uniform Live Load: wL-floor= 360 plf <br /> Created by combining all dead and live loads. Floor Uniform Dead Load: wD-floor= 135 plf <br /> Beam Self Weight: BSW= 7 plf <br /> Comparisons with required sections: Req'd Provided Combined Uniform Live Load: wL= 498 plf <br /> Section Modulus: 27.67 in3 49.91 in3 Combined Uniform Dead Load: wD= 309 plf <br /> Area(Shear): 15.57 in2 32.38 int Combined Uniform Total Load: wT= 806 plf <br /> Moment of Inertia(deflection): 34.34 in4 230.84 in4 Controlling Total Design Load: wT-cont= 806 plf <br /> Moment: 2864 ft-lb 5166 ft-lb <br /> Shear: 2149 lb 4468 lb <br /> NOTES <br />