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` Project:Jerabek <br /> page <br /> Location:4'hdr flr bm @ kitchen sink(4x8 df2) ,,i.cal!, AmericanHomePlanners / <br /> Combination Roof And Floor Beam _ 2812 Colby Avenue of <br /> [2012 International Building Code(2012 NDS)] Everett WA 98201 <br /> 3.5 INx7.25INx4.33FT <br /> • #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.1.0 12/15/2014 3:30:55 PM <br /> Section Adequate By: 164.8% <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.01 IN L/3541 <br /> Dead Load 0.01 in <br /> Total Load 0.02 IN L/2109 <br /> Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 <br /> REACTIONS A B <br /> Live Load 714 lb 714 lb <br /> Dead Load 485 lb 485 lb <br /> Total Load 1200 lb 1200 lb <br /> Bearing Length 0.55 in 0.55 in <br /> BEAM DATA Center L ,' ...... _ <br /> Span Length 4.33 ft <br /> Unbraced Length-Top 0 ft A 4.33n ---------- B <br /> Roof Pitch 6 :12 <br /> Floor Duration Factor 1.00 <br /> Roof Duration Factor 1.15 $QOF 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 Adjusted Roof Tributary Width RTW= 2 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= 15 psf 15 psf <br /> Comp.-1-to Grain: Fc- L= 625 psi Fc-1'= 625 psi Floor Tributary Width FTW= 7 ft 0 ft <br /> Controlling Moment: 1298 ft-lb Wall Load WALL= 80 plf <br /> 2.165 ft from left support )SAM LOADIN <br /> Created by combining all dead and live loads. Roof Uniform Live Load: wL roof= 50 plf <br /> Controlling Shear: 1200 lb Roof Uniform Dead Load: wD-roof= 34 plf <br /> At support. Floor Uniform Live Load: wL-floor= 280 plf <br /> Created by combining all dead and live loads. Floor Uniform Dead Load: wD-floor= 105 plf <br /> Beam Self Weight: BSW= 6 plf <br /> Comparisons with required sections: Req'd Provides( Combined Uniform Live Load: wL= 330 plf <br /> Section Modulus: 11.58 in3 30.66 in3 Combined Uniform Dead Load: wD= 224 plf <br /> Area(Shear): 8.69 in2 25.38 in2 Combined Uniform Total Load: wT= 554 plf <br /> Moment of Inertia(deflection): 12.65 in4 111.15 in4 Controlling Total Design Load: wT-cont= 554 plf <br /> Moment: 1298 ft-lb 3438 ft-lb — <br /> Shear: 1200 lb 3502 lb <br />