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page <br /> Project:214412 LARRY LEPOWSKY <br /> Location:MAST.BED DOOR D.F.P.PLANNING&DESIGN <br /> MuRi-Loaded Mutti-Span Beam 9100 BALTIMORE ST or <br /> [2006 International Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.751Nx11.8751Nx9.67FT <br /> 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.113.0 12/9/2014 9:11:43 AM <br /> Section Adequate By:0.9°k <br /> Controllin Factor:Moment <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 0.13 IN U889 <br /> Dead Load 0.18 in <br /> Total Load 0.31 IN U375 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS 9. @ � <br /> Live Load 3290 Ib 2267 Ib <br /> Dead Load 2723 Ib 3733 Ib <br /> Total Load 6013 Ib 6001 Ib <br /> Bearing Length 2.29 in 2.29 in <br /> BEAM DATA Center <br /> Span Length 9.67 ft <br /> Unbraced Length-Top 0 ft 9.87R <br /> Unbraced Length-Bottom 9.67 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 UNIFORM LOADS n r <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 13 plf <br /> Bending Stress: Fb= 2600 psi Fb'= 2604 psi Total Uniform Load 13 plf <br /> Cd=1.00 CF=1.00 pOINT LOADS-CENTER SPAN <br /> Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number Qpg <br /> Cd=1.00 Live Load 0 Ib <br /> Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Dead Load 4247 Ib <br /> Comp.1 to Grain: Fc-1= 750 psi Fc-1'= 750 psi Location 6.42 ft <br /> Controlling Moment: 17690 ft-Ib TRAPEZOIDAL LOADS-CENTER SPAN <br /> 5.9 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 734 pH 260 plf <br /> Controlling Shear: -5642 Ib Left Dead Load 275 pff 98 plf <br /> At a distance d from right support of span 2(Center Span) Right Live Load 734 plf 260 plf <br /> Created by combining all dead loads and live loads on span(s)2 Right Dead Load 275 plf 98 plf <br /> Load Start 0 ft 6.42 ft <br /> Comparisons with requlred sections: Rea'd Provided Load End 6.42 ft 9.67 ft <br /> Section Modulus: 81.53 in3 82.26 in3 Load Len th 6.42 ft 3.25 ft <br /> Area(Shear): 29.69 in2 41.56 in2 <br /> Moment of Inertia(deflection): 469.42 in4 488.41 in4 <br /> Moment: 17690 ft-Ib 17848 ft-Ib <br /> Shear: -56421b 78971b <br />