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aeee <br /> Project:216380 � — 1��qRRY LEPOWSKY / <br /> �— <br /> Location: 02 GAR DR �� 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)] '�.:- ' BLAINE MINN. 55449 <br /> (2)1.51Nx11.251Nx9.67FT <br /> #2-Spruce-Pine-Fir-Dry Use StruCalc Version 9.0.2.5 3/31/2017 3:23:56 PM <br /> Section Adeq uate By:36.1°/a <br /> Controlling Factor.Moment <br /> CAUTIONS <br /> "Laminations are to be fully connected to provide uniform transfer of loads to all members <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.08 IN U1470 <br /> Dead Load 0.03 in <br /> Total Load 0.11 IN U1046 <br /> Live Load Deflection Criteria:U360 Total Load Deflection Criteria:L/240 <br /> REACTIONS A B <br /> Live Load 967 Ib 967 Ib <br /> Dead Load 392 Ib 392 Ib <br /> Total Load 1359 Ib 1359 Ib <br /> Bearing Length 1.07 in 1.07 in <br /> BEAM DATA Center <br /> Span Length 9.67 ft <br /> Unbreced Length-Top 9.67 ft A - e.s�n---_ ____ ------- — B <br /> Unbraced Length-Bottom 9.67 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 UNIFORM LOADS Center <br /> MATERIAL PROPERTIES Uniform Live Load 200 plf <br /> #2-Spruce-Pine-Fir Uniform Dead Load 75 plf <br /> Base Values Adiusted Beam Self Weight 6 plf <br /> Bending Stress: Fb= 875 psi Fb'= 848 psi Total Unifortn Load 281 pif <br /> Cd=1.00 C1=0.97 CF=1.00 <br /> Shear Stress: Fv= 135 psi Fv'= 135 psi <br /> Cd=1.00 <br /> Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi • <br /> Comp.�-to Grain: Fc-1= 425 psi Fc-1-'= 425 psi <br /> Controlling Moment: 3286 ft-Ib <br /> 4.84 Ft from left support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)2 <br /> Controlling Shear: -1359 Ib <br /> 10.0 Ft from left support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)Z <br /> Comparisons with required sections: Rea'd Provided <br /> Section Modulus: 46.49 in3 63.28 in3 <br /> Area(Shear): 15.1 in2 33.75 in2 <br /> Moment of Inertia(deflection): 87.18 in4 355.96 in4 <br /> Moment: 3286 ft-Ib 4474 ft-Ib <br /> Shear: -13591b 30381b <br /> NOTES <br />