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Project:214412 Pe� <br /> LARRY LEPOWSKY <br /> Location:GRT.ROOM GIRDER TRUSS REAR D.F.P.PLANNING&DESIGN <br /> MuRi-Loaded Multi-Span Beam 9100 BALTIMORE ST � <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.751Nx14.01Nx20.67FT <br /> 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.113.0 12/9/2014 9:11:43 AM <br /> Section Adequate By:4.4% <br /> Controllin Factor:Deflection <br /> CAUTIONS <br /> "Laminations are to be fully connected to provide unfform transfer of loads to all members <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.38 IN U653 <br /> Dead Load 0.28 in <br /> Total Load 0.66 IN U376 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:L/360 � <br /> REACTIONS 9 � Z <br /> Live Load 1240 Ib 1240 Ib <br /> Dead Load 959 Ib 959 Ib <br /> Total Load 2199 Ib 2199 Ib <br /> Bearin Length 0.84 in 0.&4 in <br /> �F.ASA.QAIB Center <br /> Span Length 20.67 ft <br /> Unbraced Length-Top 0 R 20.87 R <br /> Unbraced Length-Bottom 20.67 ft <br /> Live Load Duration Factor 1.00 <br /> Notch De th 0.00 UNIFORM LOADS n r <br /> MATERIAL PROPERTIES Unfform Live Load 40 plf <br /> 1.9E Microllam-iLevel Trus Joist Un'rform Dead Load 15 plf <br /> Base Values Adjusted Beam Self Weight 15 plf <br /> Bending Stress: Fb= 2600 psi Fb'= 2546 psi Total Uniform Load 70 plf <br /> Cd=1.00 CF=0.98 pOINT LOADS-CENTER SPAN <br /> Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number Qpg � <br /> Cd=1.00 Live Load 0 Ib 0 Ib <br /> Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Dead Load 336 Ib 336 Ib <br /> Comp.1 to Grain: Fc-1= 750 psi Fc-1'= 750 psi Location 5.17 ft 15.5 R <br /> Controlling Moment: 13077 ft-Ib TRAPEZOIDAL LOADS-CENTER SPAN <br /> 10.34 Ft from left support of span 2(Center Span) Load Number � Two Three <br /> Created by combining all dead loads and live loads on span(s)2 Left Live Load 0 plf 120 plf 80 plf <br /> Controlling Shear: 21151b Left Dead Load 0 plf 45 plf 30 plf <br /> At a distance d from left support of span 2(Center Span) Right Live Load 80 plf 120 plf 0 plf <br /> Created by combining all dead loads and live loads on span(s)2 Right Dead Load 30 plf 45 plf 0 plf <br /> Load Start 0 ft 5.17 ft 15.5 ft <br /> Comparisons with required sections: Rea'd Provided Load End 5.17 ft 15.5 ft 20.67 ft <br /> Section Modulus: 61.63 in3 114.33 in3 Load Len th 5.17 ft 10.33 ft 5.17 ft <br /> Area(Shear): 11.13 in2 49 in2 <br /> Moment of Inertia(deflection): 766.93 in4 800.33 in4 <br /> Moment: 13077 ft-Ib 24258 ft-Ib <br /> Shear: 21151b 93101b <br />