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Project:216380 peQB <br /> � — '�LARRY LEPOWSKY <br /> Location:13 BSMT EXIST WDW A ��. D.F.P. PLANNING 8 DESIGN <br /> Multi-Loaded Multi-Span Beam �}, 9100 BALTIMORE STREET N.E.SUITE 106 � <br /> [2015 Intemational Building Code(2012 NDS)] �y,:- � BLAINE MINN. 55449 <br /> (2)1.51Nx9.251Nx5.0 FT <br /> #2-Spruce-Pine-Fir-Dry Use StruCalc Version 9.0.2.5 3/31l2017 3:23:59 PM <br /> Section Adequate By:20.9°/a <br /> Controlling Factor:Shear <br /> CAUTIONS <br /> *Laminations are to be fully connected to provide uniform transfer of loads to all members <br /> DEFLECTIONS n er LOADING DIAGRAM <br /> Live Load 0.02 IN U2643 <br /> Dead Load 0.02 in <br /> Total Load 0.04 IN U1487 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:L/360 � <br /> REACTIONS A B <br /> Live Load 1004 Ib 1200 Ib � <br /> Dead Load 667 Ib 866 Ib <br /> Total Load 1671 Ib 2066 Ib <br /> Bearing Length 1.31 in 1.62 in <br /> BEAM DATA Center <br /> Span Length 5 ft <br /> Unbraced Length-Top 5 ft - - —sft — - -- " <br /> B <br /> Unbraced Length-Bottom 5 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 UNIFORM LOADS Center <br /> MATERIAL PROPERTIES Uniforrn Live Load 350 plf <br /> #2-Spruce-Pine-Fir Uniform Dead Load 131 plf <br /> Base Values A�ijusted Beam Self Weight 5 plf <br /> Bending Stress: Fb= 875 psi Fb'= 951 psi Total Uniform Load 486 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 299 Ib <br /> Comp.1 to Grain: Fc-1= 425 psi Fc-1'= 425 psi <br /> Location 2.16 ft <br /> Controlling Moment: 2538 ft-Ib TRAPEZOIDAL LOADS-CENTER SPAN <br /> 2.55 Ft from left support of span 2(Center Span) Load Number Qp� <br /> Created by combining all dead loads and live loads on span(s)2 Left Live Load 160 plf <br /> Controlling Shear: -2066 Ib Left Dead Load 195 plf <br /> At right support of span 2(Center Span) Right Live Load 160 plf <br /> Created by combining all dead loads and live loads on span(s)2 Right Dead Load 195 plf <br /> Load Start 2.16 ft <br /> Comparisons with required sections: Rea'd Provided Load End 5 ft <br /> Sedion Modulus: 32.03 in3 42.78 in3 Load Length 2.84 R <br /> Area(Shear): 22.96 in2 27.75 in2 <br /> Moment of IneRia(deflection): 47.91 in4 197.86 in4 <br /> Moment: 2538 ft-Ib 3390 ft-Ib <br /> Shear: -20661b 24981b <br /> NOTES <br />