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page <br /> Project:214412 LARRY LEPOWSKY <br /> Location:OVHD DOOR-10 D.F.P.PLANNING 8�DESIGN <br /> Mufti-Loaded Mutti-Span Beam 9100 BALTIMORE ST or <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.751Nx14.01Nx10.67FT <br /> 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.113.0 12/9/2014 9:11:44 AM <br /> Section Adequate By:6.5°h <br /> Controllin Factor:Moment <br /> CAUTIONS <br /> *Laminations are to be fuily connected to provide uniform transfer of loads to all members <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.19 IN U664 <br /> Dead Load 0.11 in <br /> Total Load 0.30 IN U422 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS A � � <br /> Live Load 3748 Ib 6053 Ib <br /> Dead Load 2845 Ib 2182 Ib <br /> Total Load 6593 Ib 8235 Ib <br /> Bearing Length 2.51 in 3.14 in <br /> BEAM DATA Center <br /> Span Length 10.67 ft <br /> Unbraced Length-Top 0 ft 10.67 R <br /> Unbraced Length-Bottom 10.67 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 UNIFORM LOADS n er <br /> MATERIAL PROPERTIES Unfform Live Load 0 plf <br /> 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 0 plf <br /> Base Values A�'usted Beam Self Weight 15 plf <br /> Bending Stress: Fb= 2600 psi Fb'= 2546 psi Total Uniform Load 75 plf <br /> Cd=1.00 CF=0.98 POINT LOADS-CENTER SPAN <br /> Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number �ig <br /> Cd=1.00 Live Load 0 Ib <br /> Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Dead Load 2850 Ib <br /> Comp.1 to Grain: Fc-1= 750 psi Fc-1'= 750 psi Location 3.5 R <br /> Controlling Moment: 22782 ft-Ib TRAPEZOIDAL LOADS-CENTER SPAN <br /> 5.12 Ft from left support of span 2(Center Span) Load Number Qpg IlK4 <br /> Created by combining all dead loads and live loads on span(s)2 Left Live Load 260 plf 1240 plf <br /> Controlling Shear: -6647 Ib Left Dead Load 98 plf 233 pff <br /> At a distance d from right suppoR of span 2(Center Span) Right Live Load 260 pif 1240 plf <br /> Created by combining all dead loads and live loads on span(s)2 Right Dead Load 98 plf 233 plf <br /> Load Start 0 ft 3.5 ft <br /> Comparisons with required sections: Rea'd Provided Load End 3.5 ft 10.67 ft <br /> Section Modulus: 107.38 in3 114.33 in3 Load Len th 3.5 ft 7.17 ft <br /> Area(Shear): 34.98 in2 49 in2 <br /> Moment of Inertia(deflection): 682.3 in4 800.33 in4 <br /> Moment: 22782 ft-Ib 24258 ft-Ib <br /> Shear: -66471b 93101b <br />