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pa0e <br /> Project:216380 � — �LARRY LEPOWSKY / <br /> Location:15 BSMT EXIST DR C �pp� D.F.P.PLANNING&DESIGN <br /> Multi-Loaded Multi-Span Beam '��. 9100 BALTIMORE STREET N.E.SUITE 106 � <br /> [2015 International 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 3:23:59 PM <br /> Section Adequate By:87.5°/a <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 en r LOADING DIAGRAM <br /> Live Load 0.00 IN UMAX <br /> Dead Load 0.02 in <br /> Total Load 0.03 IN U3028 <br /> live Load Deflection Criteria:U480 Total Load DeFlection Criteria:U360 <br /> REACTIONS A B <br /> Live Load 23 Ib 235 Ib � <br /> Dead Load 220 Ib 1097 Ib � <br /> Total Load 243 Ib 1332 Ib <br /> Bearing Length 0.19 in 1.04 in r+,, <br /> BEAM DATA S�Ilt�I _ <br /> Span Length 6.67 ft --� <br /> Unbraced Length-Top 6.67 R 6•67ft <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 Uniform Live Load 0 plf <br /> #2-Spruce-Pine-Fir Uniform Dead Load 0 plf <br /> Base Values A�usted Beam Self Weight 5 plf <br /> Bending Stress: Fb= 875 psi Fb'= 947 psi Total Uniform Load 5 plf <br /> Cd=1.00 C/=0.98 CF=1.10 pp�NT LOADS-CENTER SPAN <br /> Shear Stress: Fv= 135 psi Fv'= 135 psi Load Number 9.t� <br /> Cd=1.00 Live Load 0 Ib <br /> Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Dead Load 1028 Ib <br /> Comp.1 to Grain: Fc-1= 425 psi Fc-1'= 425 psi <br /> Location 5.5 ft <br /> Controlling Moment: 1249 ft-Ib TRAPEZOIDAL LOADS-CENTER SPAN <br /> 5.47 Ft from left support of span 2(Center Span) Load Number Qpg <br /> Created by combining all dead loads and live loads on span(s)2 Left Live Load 220 plf <br /> Controlling Shear: -1332 Ib Left Dead Load 218 plf <br /> 7.0 Ft from left support of span 2(Center Span) Right Live Load 220 plf <br /> Created by combining all dead loads and live loads on span(s)2 Right Dead load 218 plf <br /> Load StaR 5.5 ft <br /> Comparisons with required sections: Rea'd Provided Load End 6.67 ft <br /> Section Modulus: 15.83 in3 42.78 in3 Load Length 1.17 ft <br /> Area(Shear): 14.8 in2 27.75 in2 <br /> Moment of Inertia(deflection): 23.53 in4 197.86 in4 <br /> Moment: 1249 ft-Ib 3375 ft-Ib <br /> Shear: -13321b 24981b <br /> NOTES <br />