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Project:214412 P� <br /> LARRY LEPOWSKY <br /> Location:OVHD DOOR-20 D.F.P.PLANNING&DESIGN <br /> Mutti-Loaded Mutti-Span Beam 9100 BALTIMORE ST w <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.751Nx16.01Nx20.67FT <br /> 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.113.0 12/9/2014 9:11:44 AM <br /> Section Adequate By:5.4% <br /> Controllin Factor:Deflection <br /> CAUTIONS <br /> "Laminations are to be fully connected to provide unfform transfer of loads to all members <br /> QEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.45 IN L/548 <br /> Dead Load 0.20 in <br /> Total Load 0.65 IN U379 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:L/360 <br /> REACTIONS g � <br /> Live Load 2584 Ib 2584 Ib <br /> Dead Load 1152 Ib 1152 Ib <br /> Total Load 3736 Ib 3736 Ib <br /> Bearing Length 1.42 in 1.42 in <br /> BEAM DATA Center <br /> Span Length 20.67 ft <br /> Unbraced Length-Top 0 ft 20.67 R <br /> Unbraced Length-Bottom 20.67 ft <br /> Live Load Duration Factor 1.00 <br /> Notch De th 0.00 UNIFORM LOADS Center <br /> MATERIAL PROPERTIES Uniform Live Load 250 plf <br /> 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 94 plf <br /> Base Values A�'usted Beam Self Weight 18 plf <br /> Bending Stress: Fb= 2600 psi Fb'= 2500 psi Total Uniform Load 362 plf <br /> Cd=1.00 CF=0.96 <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.1 to Grain: Fc-1= 750 psi Fc-1'= 750 psi <br /> Controlling Moment: 19306 ft-Ib <br /> 10.34 Ft irom left support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)2 <br /> Controlling Shear: -3288 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 /> Section Modulus: 92.66 in3 149.33 in3 <br /> Area(Shear): 17.3 in2 56 in2 <br /> Moment of Inertia(deflection): 1133.99 in4 1194.67 in4 <br /> Moment: 19306 ft-Ib 31114 ft-Ib <br /> Shear: -32881b 106401b <br />