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Project:216380 ! � page <br /> ` -f,.— LARRY LEPOWSKY <br /> Location: 12 NEW W.I.C.OPNG �,. 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)1.51Nx9.251Nx3.OFT <br /> #2-Spruce-Pine-Fir-Dry Use StruCalc Version 9.0.2.5 3/31/2017 3:23:59 PM <br /> Section Adequate By: 150.4°k <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 nter LOADING DIAGRAM <br /> Live Load 0.00 IN UMAX <br /> Dead Load 0.00 in <br /> Total Load 0.00 IN L/8229 <br /> Live Load Deflection Criteria:U360 Total Load DeFlection Criteria:U240 <br /> REACTIONS A B <br /> Live Load 720 Ib 720 Ib � <br /> Dead Load 278 Ib 2058 Ib � <br /> Total Load 998 Ib 2778 Ib � <br /> Bearing Length 0.78 in 2.18 in ��;,;, �,� , ,� �;;: - <br /> �M'� .. " 1��� , `� � <br /> BEAM DATA Center _ <br /> - - - - <br /> Span Length 3 ft <br /> Unbraced Length-Top 3 ft 3 n � <br /> �_— � <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 Uniforrn Dead Load 0 plf <br /> Base Values A�iusted 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 Qfl� <br /> Cd=1.00 Live Load 0 Ib <br /> Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi <br /> Comp.1 to Grain: Fc-1= 425 psi Fc--L'= 425 psi Dead Load 1780 Ib <br /> Location 3 ft <br /> Controlling Moment: 748 ft-Ib TRAPE201DAL LOADS-CENTER SPAN <br /> 1.5 Ft from left support of spen 2(Center Span) Load Number Qpg <br /> Created by combining all dead loads and live loads on span(s)2 Left Live Load 480 pif <br /> Controlling Shear: -998 Ib Left Dead Load 180 plf <br /> At right support of span 2(Center Span) Right Live Load 480 plf <br /> Created by combining all dead loads and live loads on span(s)2 Right Dead Load 180 plf <br /> Load Start 0 ft <br /> Comparisons with required sections: Rea'd Provided Load End 3 ft <br /> Section Modulus: 9.39 in3 42.78 in3 Load Length 3 ft <br /> Area(Shear): 11.08 in2 27.75 in2 <br /> Moment of Inertia(defledion): 6.25 in4 197.86 in4 <br /> Moment: 748 ft-Ib 3408 ft-Ib <br /> Shear: -9981b 24981b <br /> NOTES <br />