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page <br /> Project:214412 LARRY LEPOWSKY <br /> Location:MAST.BATH WDW D.F.P.PLANNING 8 DESIGN <br /> MuRi-Loaded Multi-Span Beam 9700 BALTIMORE ST or <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.751Nx9.25INx6.67FT <br /> 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.113.0 12/9/2014 9:11:44 AM <br /> Section Adequate By:61.0% <br /> ConVollin Factor:Moment <br /> CAUTIONS <br /> "Laminations are to be ful cornected to provide uniform transfer of loads to all members <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.04 IN L/1957 <br /> Dead Load 0.07 in <br /> Total Load 0.11 IN L/705 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS 9 � � <br /> Live Load 1564 Ib 1107 Ib <br /> Dead Load 1747 Ib 1636 Ib <br /> Total Load 3311 Ib 2744 Ib <br /> Bearing Length 1.26 in 1.05 in <br /> BEAM DATA Center <br /> Span Length 6.67 ft <br /> Unbraced Length-Top 0 ft 8'87 ft <br /> Unbraced Length-Bottom 6.67 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 UNIFORM LOADS Center <br /> MATERIAL PROPERTIES Uniform Live Load 0 plf <br /> 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 0 plf <br /> Base Values Adiusted Beam Self Weight 10 plf <br /> Bending Stress: Fb= 2600 psi Fb'= 2694 psi Total Uniform Load 10 plf <br /> Cd=1.00 CF=1.04 pOINT LOADS-CENTER SPAN <br /> Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number Q�gr <br /> Cd=1.00 Live Load 0 Ib <br /> Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Dead Load 2314 Ib <br /> Comp.1 to Grain: Fc-L= 750 psi Fc-1'= 750 psi Location 3.42 ft <br /> Controlling Moment: 6959 ft-Ib TRAPEZOIDAL LOADS-CENTER SPAN <br /> 3.4 Ft from left support of span 2(Center Span) Load Number Qpg �v <br /> Created by combining all dead loads and live loads on span(s)2 Left Live Load 534 pif 260 plf <br /> Controlling Shear: 2765 Ib Left Dead Load 200 pif 98 plf <br /> At a distance d from left support of span 2(Center Span) Right Live Load 534 plf 260 plf <br /> Created by combining all dead loads and live loads on span(s)2 Right Dead Load 200 plf 98 plf <br /> Load Start 0 ft 3.42 ft <br /> Comparisons wkh required sections: Rea'd Provided Load End 3.42 ft 6.67 ft <br /> Section Modulus: 31 in3 49.91 in3 Load Length 3.42 ft 3.25 ft <br /> Area(Shear): 14.56 in2 32.38 in2 <br /> Moment of Inertia(deflection): 117.86 in4 230.84 in4 <br /> Moment: 6959 ft-Ib 11204 ft-Ib <br /> Shear: 27651b 6151 Ib <br />