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Project:216380 page <br /> � �.— — �LARRY LEPOWSKY <br /> Location: 14 BSMT EXIST WDW B ,g(-� D.F.P. PLANNING&DESIGN <br /> Multi-Loaded Multi-Span Beam '�``. 9100 BALTIMORE STREET N.E.SUITE 106 � <br /> [2015 Intemational Building Code(2012 NDS)] r:- ' � 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 323:59 PM <br /> Section Adequate By:45.1% <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 Cen er LOADING DIAGRAM <br /> Live Load 0.00 IN UMAX <br /> Dead Load 0.01 in <br /> Total Load 0.01 IN U5083 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 � <br /> REACTIONS A B <br /> Live Load 211 Ib 139 Ib i <br /> Dead Load 1511 Ib 218 Ib <br /> Total Load 1722 Ib 357 Ib <br /> Bearing Length 1.35 in 0.28 in <br /> BEAM DATA Center <br /> Span Length 5 ft <br /> Unbraced Length-Top 5 ft — — — — — — 5 ft - - - - _ <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 Uniform Live Load 54 plf <br /> #2-Spruce-Pine-Fir Uniform Dead Load 20 plf <br /> Base Values A�ij'usted Beam Self Weight 5 plf <br /> Bending Stress: Fb= 875 psi Fb'= 857 psi Total Unifortn Load 79 plf <br /> Cd=0.90 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 1506 Ib <br /> Comp.1 to Grain: Fc--L= 425 psi Fc-1'= 425 psi <br /> Location 0.5 ft <br /> Controlling Moment: 728 ft-Ib TRAPEZOIDAL LOADS-CENTER SPAN <br /> 0.5 Ft from left support of span 2(Center Span) Load Number Qpg <br /> Created by dead loads only on all span(s). Left Live Load 160 plf <br /> Controlling Shear: 1722 Ib Left Dead Load 195 plf <br /> At left suppoR 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 0 ft <br /> Comparisons with required sections: Rea'd Provided Load End 0.5 ft <br /> Section Modulus: 10.19 in3 42.78 in3 Load Length 0.5 ft <br /> Area(Shear): 19.13 in2 27.75 in2 <br /> Moment of Inertia(defledion): 14.01 in4 197.86 in4 <br /> Moment: 728 ft-Ib 3055 ft-Ib <br /> Shear: 17221b 24981b <br /> NOTES <br />