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page <br /> Project:601 The Vitruvius Project,Inc. / <br /> Location: EXISTING 6X14 BEAM CALCULATION StruCalc Version 11.1.8.0 2/14/2024 1:59:35 PM <br /> Multi Span Floor Beam of <br /> Multi-Span Floor Beam [2018 International Building Code(2018 NDS) <br /> 5.5INx13.5INx13.67FT(11 +2.7) J <br /> #2-Douglas-Fir-Larch-Dry Use <br /> Section Adequate By:32.5% nttili Consulting Hngineeis..Inc.P.S. <br /> Controlling Factor:Moment ��11 <br /> DEFLECTIONS Center Right LOADING DIAGRAM <br /> Live Load 0.11 IN L/1224 -0.08 IN 2L/764 <br /> Dead Load 0.03 in -0.02 in <br /> Total Load 0.13 IN L/984 -0.10 IN 2L/636 <br /> Live Load Deflection Criteria: L/480 Total Load Deflection Criteria: L/360 <br /> REACTIONS A B <br /> Live Load 2640 lb 4077 lb <br /> Dead Load 704 lb 1156 lb <br /> Total Load 3344 lb 5233 lb <br /> Bearing Length 0.97 in 1.52 in <br /> BEAM DATA Center Right <br /> Span Length 11 ft 2.67 ft <br /> Unbraced Length-Top 0 ft 0 ft 11 ft 2.67ft� <br /> Unbraced Length-Bottom 11 ft 0 ft <br /> Floor Duration Factor 1.00 <br /> Notch Depth 0.00 <br /> MATERIAL PROPERTIES FLOOR LOADING Center Right <br /> #2-Douglas-Fir-Larch Floor Live Load FLL= 40 psf 40 psf <br /> Floor Dead Load FDL= 10 psf 10 psf <br /> Base Values Adjusted Floor Tributary Width Side One TW 1 = 12 ft 12 ft <br /> Bending Stress: Fb= 875 psi Fb'= 864 psi Floor Tributary Width Side Two TW 2= 0 ft 0 ft <br /> Cd=1.00 CF=0.99 Wall Load WALL= 0 plf 0 plf <br /> Shear Stress: Fv= 170 psi Fv'= 170 psi <br /> Cd=1.00 BEAM LOADING Center Right <br /> Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Reduced Floor Live Load 40 psf 40 psf <br /> Comp.1 to Grain: Fc-1= 625 psi Fc-1'= 625 psi Total Live Load 480 plf 480 plf <br /> Total Dead Load 120 plf 120 plf <br /> Controlling Moment: 9077 ft-lb Beam Self Weight 16 plf 16 plf <br /> 5.39 Ft from left support of span 2(Center Span) Total Load 616 plf 616 plf <br /> Created by combining all dead loads and live loads on span(s) 2 <br /> Controlling Shear: -3588 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: Read Provided <br /> Section Modulus: 126.12 in3 167.06 in3 <br /> Area(Shear): 31.66 in2 74.25 in2 <br /> Moment of Inertia(deflection): 707.62 in4 1127.67 in4 <br /> Moment: 9077 ft-lb 12023 ft-lb �D R <br /> Shear: -3588 lb 8415 lb pF WASkI Q� <br /> H <br /> 42969 <br /> —ISTEg�� <br /> ��SSIONAL <br /> 02.15.2024 <br />