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. <br /> Project: Beam Calcs-1835 Canterwood . - :+d''_r •ik <br /> page 4 Phil / <br /> Location: Beam#2-B2 �1 �. Reality Homes l <br /> " Multi-Span Floor Beam + 1308 Alexander Ave East of <br /> [2012 International Building Code(2012 NDS)] - Fife,WA 98424 <br /> 3.5INx16.5INx19.OFT(15+4) � �' <br /> 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 9.0.1.7 11/24/2015 12:59:18 PM <br /> Section Adequate By:34.6% <br /> Controlling Factor: Deflection <br /> DEFLECTIONS Center Right LOADING DIAGRAM <br /> Live Load 0.23 IN L/777 -0.20 IN 2L/486 <br /> Dead Load 0.12 in -0.10 in <br /> Total Load 0.36 IN L/506 -0.30 IN 2L/324 <br /> Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 <br /> REACTIONS A B <br /> Live Load 3600 lb 4205 lb <br /> Dead Load 1994 lb 2464 lb <br /> Total Load 5594 lb 6669 lb <br /> Bearing Length 2.46 in 2.93 in <br /> BEAM DATA Center R ght <br /> Span Length 15 ft 4 ft -- -- -- <br /> Unbraced Length-Top 0 ft 0 ft 15» — — . Off I <br /> Unbraced Length-Bottom 15 ft 4 ft B <br /> Floor Duration Factor 1.00 <br /> Notch Depth 0.00 <br /> FLOOR LOADING Center Right <br /> MATERIAL PROPERTIES Floor Live Load FLL = 40 psf 25 psf <br /> 24F-V4-Visually Graded Western Species Floor Dead Load FDL = 15 psf 15 psf <br /> Base Values Adjusted Floor Tributary Width Side One TW1 = 4 ft 4 ft <br /> Bending Stress: Fb= 2400 psi Controlled by: Floor Tributary Width Side Two TW2= 8 ft 1.3 ft <br /> Fb_cmpr= 1850 psi Fb'= 2400 psi Wall Load WALL= 80 plf 0 plf <br /> Cd=1.00 <br /> Shear Stress: Fv= 265 psi Fv'= 265 psi BEAM LOADING Center Right <br /> Cd=1.00 Reduced Floor Live Load 40 psf 25 psf <br /> Modulus of Elasticity: E= 1800 ksi E= 1800 ksi Total Live Load 480 plf 134 plf <br /> Comp.1 to Grain: Fc- L= 650 psi Fc-1'= 650 psi Total Dead Load 260 plf 80 plf <br /> Beam Self Weight 13 plf 13 plf <br /> Controlling Moment: 20794 ft-lb Total Load 753 plf 226 plf <br /> 7.5 Ft from left support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)2 <br /> Controlling Shear: -5764 lb <br /> At right support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)2, 3 <br /> Comparisons with required sections: Reed Provided <br /> Section Modulus: 103.97 in3 158.81 in3 <br /> Area(Shear): 32.63 in2 57.75 in2 <br /> Moment of Inertia(deflection): 973.12 in4 1310.2 in4 <br /> Moment: 20794 ft-lb 31763 ft-lb <br /> Shear: -5764 lb 10203 lb <br />