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Project:216380 PBee <br /> � f.:-- "�LARRY LEPOWSKY / <br /> Location:07 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)1.51Nx9.251Nx6.67FT <br /> #2-Spruce-Pine-Fir-Dry Use StruCalc Version 9.0.2.5 3/31/2017 323:57 PM <br /> Section Adequate By:5.0% <br /> Controlling Factor:Moment <br /> CAUTIONS <br /> "Laminations are to be fully connected to provide un'rform transfer of loads to all members <br /> DEFLECTIONS C n er LOADING DIAGRAM <br /> Live Load 0.04 IN U2087 <br /> Dead Load 0.05 in <br /> Total Load 0.09 IN U924 <br /> Live Load Deflection Criteria:U360 Total Load Deflection Criteria:LJ240 <br /> REACTIONS A B <br /> Live Load 687 Ib 795 Ib � <br /> Dead Load 819 Ib 679 Ib ; <br /> Total Load 1506 Ib 1474 Ib <br /> Bearing Length 1.18 in 1.16 in <br /> • <br /> BEAM DATA �I __ ____ <br /> Span Length 6.67 ft -- - - <br /> Unbraced Length-Top 6.67 ft A -- s.s�n -- ---- <br /> Unbraced Length-Bottom 6.67 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 UNIFORM LOADS Center <br /> MATERIAL PROPERTIES Unifortn Live Load 0 plf <br /> #2-Spruce-Pine-Fir Unifortn Dead Load 0 plf <br /> Base Values A�justed Beam Self Weight 5 plf <br /> Bending Stress: Fb= 875 psi Fb'= 947 psi Total Unifortn Load 5 plf <br /> Cd=1.00 C1=0.98 CF=1.10 pOINT LOADS-CENTER SPAN <br /> Shear Stress: Fv= 135 psi Fv'= 135 psi Load Number Qp.g <br /> Cd=1.00 Live Load 0 Ib <br /> Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Dead Load 907 Ib <br /> Comp.1 to Grain: Fc-1= 425 psi Fc-1'= 425 psi Location 2.67 ft <br /> Controlling Moment: 3213 ft-Ib TRAPEZOIDAL LOADS-CENTER SPAN <br /> 2.67 Ft from left support of span 2(Center Span) Load Number Q� Two Three <br /> Created by combining all dead loads and live loads on span(s)2 Left Live Load 160 plf 293 plf 220 plf <br /> Controlling Shear: 1505 Ib Left Dead Load 60 plf 110 plf 83 plf <br /> At left support of span 2(Center Span) Right Live Load 160 plf 293 plf 220 plf <br /> Created by combining all dead loads and live loads on span(s)2 Right Dead Load 60 plf 110 plf 83 plf <br /> Load Start 0 ft 2.5 ft 4.75 ft <br /> Comparisons with required sections: Rea'd Provided Load End 2.5 ft 4.75 ft 6.67 ft <br /> Section Modulus: 40.73 in3 42.78 in3 Load Length 2.5 ft 2.25 ft 1.92 ft <br /> Area(Shear): 16.73 in2 27.75 in2 <br /> Moment of Inertia(defledion): 51.4 in4 197.86 in4 <br /> Moment: 3213 ft-Ib 3375 ft-Ib <br /> Shear: 15051b 24981b <br /> NOTES <br />