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StruCalc 9.0 page <br /> Project: <br /> Location:42"ledger beam-existing(single) ti 't1C21'> <br /> Combination Roof And Floor Beam ` ;; r-'; or <br /> [2015 International Building Code(2015 NDS)] r <br /> 1.5 IN x 3.5 IN x 3.5 FT <br /> #2-Hem-Fir-Dry Use StruCalc Version 10.0.1.6 4/4/2018 2:01:16 AM <br /> Section Adequate By:20.2% <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.00 IN L/MAX <br /> Dead Load 0.08 in <br /> Total Load 0.08 IN L/545 <br /> Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 <br /> REACTIONS A B <br /> Live Load 0 lb 0 lb <br /> Dead Load 278 lb 278 lb <br /> Total Load 278 lb 278 lb <br /> Bearing Length 0.46 in 0.46 in <br /> BEAM DATA Center . -._ _ <br /> Span Length 3.5 ft <br /> Unbraced Length-Top 0 ft A 3.5 ft — B <br /> Roof Pitch 4 :12 <br /> Floor Duration Factor 1.00 <br /> Roof Duration Factor 1.25 ROOF LOADING <br /> Notch Depth 0.00 Side 1 Side 2 <br /> MATERIAL PROPERTIES Roof Live Load RLL= 0 psf 0 psf <br /> #2-Hem-Fir Roof Dead Load RDL= 10 psf 10 psf <br /> Base Values Adjusted Roof Tributary Width RTW= 7.5 ft 7.5 ft <br /> Bending Stress: Fb= 850 psi Fb'= 1148 psi <br /> Cd=0.90 CF=1.50 FLOOR LOADING <br /> Shear Stress: Fv= 150 psi Fv'= 135 psi Side 1 Side 2 <br /> Cd=0.90 Floor Live Load FLL= 0 psf 0 psf <br /> Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Floor Dead Load FDL= 0 psf 0 psf <br /> Comp.-L to Grain: Fc-1= 405 psi Fc-1'= 405 psi Floor Tributary Width FTW= 0 ft 0 ft <br /> Controlling Moment: 244 ft-lb Wall Load WALL= 0 plf <br /> 1.75 ft from left support BEAM LOADING <br /> Created by dead loads only on all span(s). Roof Uniform Live Load: wL-roof= 0 plf <br /> Controlling Shear: 278 lb Roof Uniform Dead Load: wD-roof= 158 plf <br /> At support. <br /> Floor Uniform Live Load: wL-floor= 0 plf <br /> Created by dead loads only on all span(s). <br /> Floor Uniform Dead Load: wD-floor= 0 plf <br /> Co <br /> Comparisons with required sections: Req'd Provided <br /> Section Modulus: 2.55 in3 3.06 in3 Combined UniformSelf Weight: BLive Load: wL= 0 plf <br /> = = 1 plf <br /> Combined Uniform Dead Load: wD= 159 plf <br /> Area(Shear): 3.09 in2 5.25 in2 <br /> Moment of Inertia(deflection): 2.36 in4 5.36 in4 Combined Uniform Total Load: wT= 159 plf <br /> Moment: 244 ft-lb 293 ft-lb <br /> Shear: 278 lb 473 lb <br />