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Project:SURINDER page <br /> Location:5'hdr roof bm(4x10 df2) )t�C 3 ; AmericanHomePlanners <br /> Roof Beam 2812 Colby Avenue •of <br /> [2015 International Building Code(2012 NDS)] Everett WA 98201 <br /> 3.5 IN x 9.25 IN x 5.33 FT <br /> #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 2/17/2017 1:57:23 PM <br /> Section Adequate By:68.5% <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.03 IN L/2539 <br /> -Dead Load 0.02 in <br /> Total Load 0.04 IN L/1507 <br /> Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180 <br /> REACTIO15 A B - <br /> Live Load 1366 lb 1366 lb <br /> Dead Load 935 lb 935 lb <br /> Total Load 2301 lb 2301 lb <br /> Bearing Length 1.05 in 1.05 in <br /> BEAM DATA — —Span LengthA <br /> =p <br /> Unbraced A 5.33 ft Length-Top 0 ft <br /> Unbraced Length-Bottom 0 ft <br /> Roof Pitch 6 :12 <br /> Roof Duration Factor 1.15 ROOF LOAD[ <br /> fia <br /> MATERIAL PROPERTIES Side One: <br /> #2-Douglas-Fir-Larch Roof Live Load: LL= 25 psf <br /> Base Values Adjusted Roof Dead Load: DL= 15 psf <br /> Bending Stress: Fb= 900 psi Fb'= 1242 psi Tributary Width: TW= 20.5 ft <br /> Cd=1.15 CF=1.20 Side Two: <br /> Shear Stress: Fv= 180 psi Fv'= 207 psi Roof Live Load: LL= 25 psf <br /> Cd=1.15 Roof Dead Load: DL= 15 psf <br /> Modulus of Elasticity: E= 1600 ksi E= 1600 ksi Tributary Width: TW= 0 ft <br /> Comp.-1-to Grain: Fc-L = 625 psi Fc- = 625 psi <br /> Wall Load: WALL= 0 <br /> Controlling Moment: 3066 ft-lb plf <br /> 2.665 ft from left support SLOPE/PITCH ADJUSTED LENGTHS AND LOADS <br /> Created by combining all dead and live loads. Adjusted Beam Length: Ladj= 5.33 ft <br /> Controlling Shear: -2301 lb Beam Self Weight: BSW= 7 plf <br /> At support. <br /> Created by combining all dead and live loads. Beam Uniform Live Load: wL= 513 plf <br /> Beam Uniform Dead Load: wD_adj= 351 plf <br /> Comparisons with required sections: Reed Provided <br /> Total Uniform Load: wT= 863 plf <br /> Section Modulus: 29.62 in3 49.91 in3 <br /> Area(Shear): 16.67 in2 32.38 in2 <br /> Moment of Inertia(deflection): 27.57 in4 230.84 in4 <br /> Moment: 3066 ft-lb 5166 ft-lb <br /> Shear: -2301 lb 4468 lb <br /> NOTES <br />