Laserfiche WebLink
Project:216380 peQB <br /> � -�.— — `'�LARRY LEPOWSKY <br /> Location:OS W.I.C.WALL �� D.F.P. PLANNING&DESIGN <br /> Multi-Loaded Multi-Span Beam '�;,o�''. 9100 BALTIMORE STREET N.E.SUITE 106 � <br /> [2015 International Building Code(2012 NDS)] %�- � BLAINE MINN. 55449 <br /> (2)1.51Nx9.251Nx6.25FT <br /> #2-Spruce-Pine-Fir-Dry Use StruCalc Version 9.0.2.5 3/31/2017 3:23:56 PM <br /> Section Adequate By:32.9°/a <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 Center LOADING DIAGRAM <br /> Live Load 0.02 IN U3058 <br /> Dead Load 0.03 in <br /> Totai Load 0.06 IN U1270 <br /> Live Load Deflection Criteria:U360 Total Load DeFlection Criteria:L/240 <br /> REACTIONS A B <br /> Live Load 554 Ib 745 Ib 1 <br /> Dead Load 527 Ib 899 ib S <br /> Total Load 1081 Ib 1644 ib ' <br /> Bearing Length 0.85 in 1.29 in .�;� ,�y� - � <br /> �.: �v � �„: <br /> e -.,_.-.: � <br /> BEAM DATA Center <br /> Span Length 6.25 ft -- <br /> Unbraced Length-Top 6.25 R A — s.zs n ---- -� <br /> Unbraced Length-Bottom 6.25 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�i'usted Beam Self Weight 5 plf <br /> Bending Stress: Fb= 875 psi Fb'= 948 psi Total Uniform Load 5 plf <br /> Cd=1.00 CI=0.98 CF=1.10 POINT LOADS-CENTER SPAN <br /> Shear Stress: Fv= 135 psi Fv'= 135 psi Load Number 9�n <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 <br /> Location 4.16 ft <br /> Controlling Moment: 2542 ft-Ib TRAPEZOIDAL LOADS-CENTER SPAN <br /> 4.12 Ft from left support of span 2(Center Span) Load Number Qp� u� <br /> Created by combining all dead loads and live loads on span(s)2 Left Live Load 160 plf 293 plf <br /> Controlling Shear: -1645 Ib Left Dead Load 60 plf 110 pif <br /> 6.0 Ft from left support of span 2(Center Span) Right Live Load 160 plf 293 pif <br /> Created by combining all dead loads and live loads on span(s)2 Right Dead Load 60 plf 110 pif <br /> Load Start 0 ft 4 ft <br /> Comparisons with required sections: Rea'd Provided Load End 4 ft 6.25 ft <br /> Section Modulus: 32.19 in3 42.78 in3 Load Length 4 ft 2.25 ft <br /> Area(Shear): 18.27 in2 27.75 in2 <br /> Moment of Inertia(deflection): 37.4 in4 197.86 in4 <br /> Moment: 2542 ft-Ib 3378 ft-Ib <br /> Shear: -16451b 24981b <br /> NOTES <br />