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Project:216380 __ � Peoe <br /> �' -,,.— LARRY LEPOWSKY <br /> Location: 06 W.I.C.WDW ��.. D.F.P. PLANNING&DESIGN <br /> Multi-Loaded Multi-Span Beam '�, 9100 BALTIMORE STREET N.E.SUITE 106 of <br /> (2015 Intemational Building Code(2012 NDS)] _,:- ' -BLAINE MINN. 55449 <br /> (2)1.51Nx7.251Nx2.67FT <br /> #2-Spruce-Pine-Fir-Dry Use StruCa�c Version 9.0.2.5 3/31/2017 3:23:57 PM <br /> Section Adequate By:554.7% <br /> Controlling Factor:Shear <br /> CAUTIONS <br /> *Laminations are to be fully connected to provide un'rform transfer of loads to all members <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.00 IN UMAX <br /> Dead Load 0.00 in <br /> Total Load 0.00 IN L/MAX <br /> Live Load Deflection Criteria:U360 Total Load DeFledion Criteria:U240 <br /> REACTIONS A B <br /> Live Load 214 Ib 214 Ib <br /> Dead Load 85 Ib 85 Ib <br /> Total Load 299 Ib 299 Ib <br /> Bearing Length 0.23 in 0.23 in <br /> BEAM DATA Center <br /> Span Length 2.67 ft <br /> Unbraced Length-Top 2.67 ft -- - z.s�rc - - - _ _ <br /> d B <br /> Unbraced Length-Bottom 2.67 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 UNIFORM LOADS Center <br /> MATERIAL PROPERTIES Uniform Live Load 160 plf <br /> #2-Spruce-Pine-Fir Uniform Dead Load 60 plf <br /> Base Values A�i'usted Beam Self Weight 4 plf <br /> Bending Stress: Fb= 875 psi Fb'= 1045 psi Total Uniform Load 224 plf <br /> Cd=1.00 C1=1.00 CF=1.20 <br /> Shear Stress: Fv= 135 psi Fv'= 135 psi <br /> Cd=1.00 <br /> Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi <br /> Comp.1-to Grain: Fc-1= 425 psi Fc-1'= 425 psi <br /> Controlling Moment: 200 ft-Ib <br /> 1.34 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: 299 Ib <br /> At left support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)2 <br /> Comparisons with required sections: Rea'd Provided <br /> Section Modulus: 2.29 in3 26.28 in3 <br /> Area(Shear): 3.32 in2 21.75 in2 <br /> Moment of Inertia(deflection): 1.47 in4 95.27 in4 <br /> Moment: 200 ft-Ib 2288 ft-Ib <br /> Shear: 2991b 19581b <br /> NOTES <br />