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page <br /> Project:216380 - - '�LARRY LEPOWSKY <br /> o� <br /> Location:11 NEW W.I.C.OPNG � 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)1.51Nx9.251Nx3.0 FT <br /> #2-Spruce-Pine-Fir-Dry Use StruCalc Version 9.0.2.5 3/31/2017 3:23:58 PM <br /> Section Adequate By:4.9% <br /> Controlling Factor:Shear <br /> CAUTIONS <br /> "Laminations are to be fully connected to provide uniform transfer of loads to all members <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.00 IN UMAX <br /> Dead Load 0.01 in <br /> Total Load 0.01 IN U4260 <br /> Live Load Deflection Criteria:U360 Total Load Defledion Criteria:L/240 <br /> REACTIONS A B <br /> � <br /> Live Load 500 Ib 332 Ib <br /> Dead Load 1881 Ib 777 Ib 3 <br /> Total Load 2381 Ib 1109 Ib <br /> Bearing Length 1.87 in 0.87 in ����`s� � <br /> � : <br /> BEAM DATA Center � - —.---- <br /> Span Length 3 ft <br /> Unbraced Length-Top 3 ft a - 3 f� g <br /> Unbraced Length-Bottom 3 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 UNIFORM LOADS Center <br /> MATERIAL PROPERTIES Uniform Live Load 0 plf <br /> #2-Spruce-Pine-Fir Unifortn Dead Load 0 plf <br /> Base Values Adiusted Beam Self Weight 5 plf <br /> Bending Stress: Fb= 875 psi Fb'= 956 psi Total Uniform Load 5 plf <br /> Cd=1.00 C1=0.99 CF=1.10 pOINT LOADS-CENTER SPAN <br /> Shear Stress: Fv= 135 psi Fv'= 135 psi Load Number � <br /> Cd=1.00 Live Load 0 Ib <br /> Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Dead Load 2330 Ib <br /> Comp.1 to Grain: Fc-1= 425 psi Fc-1'= 425 psi Location 0.83 ft <br /> Controlling Moment 1742 ft-Ib TRAPEZOIDAL LOADS-CENTER SPAN <br /> 0.84 Ft from left suppoR of span 2(Center Span) Load Number Qp� Two <br /> Created by combining all dead loads and live loads on span(s)2 Left Live Load 480 plf 200 plf <br /> Controlling Shear: 2381 Ib Left Dead Load 180 plf 75 plf <br /> At left support of span 2(Center Span) Right Live Load 480 plf 200 plf <br /> Created by combining all dead loads and live loads on span(s)2 Right Dead Load 180 plf 75 plf <br /> Load Start 0 ft 0.83 ft <br /> Comparisons with required sections: Rea'd Provided Load End 0.83 ft 3 ft <br /> Section Modulus: 21.86 in3 42.78 in3 Load Length 0.83 ft 2.17 ft <br /> Area(Shear): 26.45 in2 27.75 in2 <br /> Moment of Inertia(deflection): 11.15 in4 197.86 in4 <br /> Moment: 1742 ft-Ib 3408 ft-Ib <br /> Shear: 2381 Ib 24981b <br /> NOTES <br />