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page <br /> Project:214412 LARRY LEPOWSKY / <br /> Location:MASTER BATH HIPSET GIRDER TRUSS D.F.P.PLANNING&DESIGN <br /> Muki-Loaded Multi-Span Beam 9100 BALTIMORE ST or <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.751Nx14.01Nx19.67FT <br /> 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.113.0 12/9/2014 9:11:43 AM <br /> Section Adequate By:25.8°/a <br /> Controllin Factor:Deflection <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 0.35 IN U666 <br /> Dead Load 0.17 in <br /> Total Load 0.52 IN U453 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS & � <br /> Live Load 1574 Ib 1574 Ib <br /> Dead Load 741 Ib 741 Ib <br /> Total Load 2314 Ib 2314 Ib <br /> Bearing Length 0.88 in 0.88 in <br /> BEAM DATA Center <br /> Span Length 19.67 ft <br /> Unbraced Length-Top 0 ft 19.87 R <br /> Unbraced Length-Bottom 19.67 ft <br /> Live Load Duration Factor 1.00 <br /> Notch De th 0.00 �1NIFORM LOADS Center <br /> MATERIAL PROPERTIES Uniform Live Load 160 plf <br /> 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 60 plf <br /> Base Values Adiusted Beam Self Weight 15 plf <br /> Bending Stress: Fb= 2600 psi Fb'= 2546 psi Total Uniform Load 235 plf <br /> Cd=1.00 CF=0.98 <br /> Shear Stress: Fv= 285 psi Fv'= 285 psi <br /> Cd=1.00 <br /> Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi <br /> Comp.-L to Grain: Fc-1= 750 psi Fc-1'= 750 psi <br /> Controlling Moment: 11381 ft-Ib <br /> 9.84 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: -2083 Ib <br /> At a distance d from right support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)2 <br /> Comparisons with required sections: Rea'd Provided <br /> SecUon Modulus: 53.64 in3 114.33 in3 <br /> Area(Shear): 10.96 in2 49 in2 <br /> Moment of Inertia(deflection): 636.12 in4 800.33 in4 <br /> Moment: 11381 ft-Ib 24258 ft-Ib <br /> Shear: -20831b 93101b <br />