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page <br /> Project:214412 LARRY LEPOWSKY <br /> Location:WIC GIRDER TRUSS D.F.P.PLANNING&DESIGN <br /> MuRi-Loaded Mufti-Span Beam 9100 BALTIMORE ST w <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.751Nx14.01Nx12.OFT <br /> 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.113.0 12/9/2014 9:11:43 AM <br /> Section Adequate By:50.7% <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 0.14 IN U1021 <br /> Dead Load 0.12 in <br /> Total Load 0.27 IN U543 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS 9 � � <br /> Live Load 3074 Ib 2691 Ib <br /> Dead Load 3428 Ib 1675 Ib <br /> Total Load 6502 Ib 4366 Ib <br /> Bearing Len th 2.48 in 1.66 in <br /> BEAM DATA Center <br /> Span Length 12 ft <br /> Unbraced Length-Top 0 ft �ZR <br /> Unbraced Length-Bottom 12 ft <br /> Live Load Duration Factor 1.00 <br /> Notch De th 0.00 UNIFORM LOADS Center <br /> MATERIAL PROPERTIES Unfform Live Load 0 plf <br /> 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 0 plf <br /> Base Values Adiusted Beam Self Weight 15 plf <br /> Bending Stress: Fb= 2600 psi Fb'= 2546 psi Total Uniform Load 15 plf <br /> Cd=1.00 CF=0.98 pp�NT LOADS-CENTER SPAN <br /> Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number QQg <br /> Cd=1.00 Live Load 0 Ib <br /> Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Dead Load 2757 Ib <br /> Comp.1 to Grain: Fc-1= 750 psi Fc-1'= 750 psi Location 2.5 ft <br /> Controlling Moment: 15363 ft-Ib TRAPEZOIDAL LOADS-CENTER SPAN <br /> 4.92 Ft from left support of span 2(Center Span) Load Number Qpg Two <br /> Created by combining all dead loads and live loads on span(s)2 Left Live Load 634 plf 440 pif <br /> Controlling Shear: 5544 Ib Left Dead Load 238 plf 165 plf <br /> At a distance d from left support of span 2(Center Span) Right Live Load 634 plf 440 plf <br /> Created by combining all dead loads and live loads on span(s)2 Right Dead Load 238 plf 165 plf <br /> Load Start 0 ft 2.5 ft <br /> Comparisons wkh required sectlons: Rea'd Provided Load End 2.5 ft 12 ft <br /> Section Modulus: 72.41 in3 114.33 in3 Load Len th 2.5 ft 9.5 ft <br /> Area(Shear): 29.18 in2 49 in2 <br /> Moment of Inertia(deflection): 530.95 in4 800.33 in4 <br /> Moment: 15363 ft-Ib 24258 ft-Ib <br /> Shear: 55441b 93101b <br />