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pape <br /> Project:216380 i - '��qRRY LEPOWSKY / <br /> Location:03 GAR WDW ��. D.F.P. PLANNING&DESIGN <br /> Multi-Loaded Multi-Span Beam �,�r-�''. 9100 BALTIMORE STREET N.E.SUITE 106 �r <br /> [2015 Intemational Building Code(2012 NDS)] _" BLAINE MINN. 55449 <br /> (2)1.51Nx11.251Nx5.33FT <br /> #2-Spruce-Pine-Fir-Dry Use StruCalc Version 9.0.2.5 3/31/2017 3:23:56 PM <br /> Section Adequate By:9.4% <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 0.03 IN L/2331 <br /> Dead Load 0.01 in <br /> Total Load 0.04 IN U1685 <br /> Live Load Deflection Criteria:U360 Total Load DeFlection Criteria:U240 <br /> REACTIONS A B <br /> Live Load 2007 Ib 2007 Ib <br /> Dead Load 771 Ib 771 Ib <br /> Total Load 2778 Ib 2778 Ib <br /> Bearing Length 2.18 in 2.18 in <br /> BEAM DATA Center <br /> Span Length 5.33 ft --- -- - -- - - <br /> Unbraced Length-Top 5.33 ft a --s.aarc -- - - - B <br /> Unbraced Length-Bottom 5.33 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 UNIFORM LOADS Center <br /> MATERIAL PROPERTIES Unifortn Live Load 753 plf <br /> #2-Spruce-Pine-Fir Uniform Dead Load 283 plf <br /> Base Values A�i'usted Beam Self Weight 6 plf <br /> Bending Stress: Fb= 875 psi Fb'= 862 psi Total Uniform Load 1042 plf <br /> Cd=1.00 C1=0.99 CF=1.00 <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: 3701 ft-Ib <br /> 2.66 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: -2777 Ib <br /> 5.0 Ft from 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: 51.52 in3 63.28 in3 <br /> Area(Shear): 30.86 in2 33.75 in2 <br /> Moment of IneRia(deflection): 54.96 in4 355.96 in4 <br /> Moment: 3701 ft-Ib 4546 ft-Ib <br /> Shear: -27771b 30381b <br /> NOTES <br />