Laserfiche WebLink
page <br /> Project:214412 LARRY LEPOWSKY <br /> Location:SCR.PORCH LEFT D.F.P.PLANNING&DESIGN <br /> Mutti-loaded Multi-Span Beam 9100 BALTIMORE ST or <br /> [2006 International Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (3)1.751Nx16.01Nx16.5FT <br /> 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.113.0 12/9/2014 9:11:42 AM <br /> Section Adequate By:31.1% <br /> Controllin Factor:Deflection <br /> CAUTIONS <br /> "Laminations are to be fully connected to provide un'rform transfer of loads to all members <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.22 IN U888 <br /> Dead Load 0.20 in <br /> Total Load 0.42 IN U472 <br /> Live Load Deflection Criteria:L/480 Total Load Deflection Criteria:U360 <br /> REACTIONS A � � <br /> Live Load 3952 Ib 3068 Ib <br /> Dead Load 2518 Ib 2865 Ib <br /> Total Load 6470 Ib 5933 Ib <br /> Bearing Len th 1.64 in 1.51 in <br /> BEAM DATA Center <br /> Span Length 16.5 ft <br /> Unbraced Length-Top 0 ft 16.6R <br /> Unbraced Length-Bottom 16.5 ft <br /> Live Load Duration Factor 1.00 <br /> Notch De th 0.00 UNIFORM LOADS nter <br /> MATERIAL PROPERTIES Uniform Live Load 0 plf <br /> 1.9E Microllam-iLevel Trus Joist Unfform Dead Load 0 plf <br /> Base Values Adjusted Beam Self Weight 26 plf <br /> Bending Stress: Fb= 2600 psi Fb'= 2500 psi Total Uniform Load 26 pif <br /> Cd=1.00 CF=0.96 pOINT LOADS-CENTER SPAN <br /> Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number Qbg <br /> Cd=1.00 Live Load 0 Ib <br /> Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Dead Load 2353 Ib <br /> Comp.1 to Grain: Fc-L= 750 psi Fc-1'= 750 psi Location 10.5 ft <br /> Controlling Moment: 29728 ft-Ib TRAPEZOIDAL LOADS-CENTER SPAN <br /> 8.91 Ft from left support of span 2(Center Span) Load Number Qr�g � Three <br /> Created by combining all dead loads and live loads on span(s)2 Left Live Load 400 plf 540 plf 260 plf <br /> Controlling Shear: 5672 Ib Left Dead Load 150 plf 203 pif 98 plf <br /> At a distance d from left support of span 2(Center Span) Right Live Load 500 pH 540 pff 260 plf <br /> Created by combining all dead loads and live loads on span(s)2 Right Dead Load 150 plf 203 plf 98 plf <br /> Load Start 0 ft 2.33 ft 70.5 ft <br /> Comparisons wkh required aecUons: Rea'd Provided Load End 2.33 ft 10.5 ft 16.5 ft <br /> Section Modulus: 142.68 in3 224 in3 Load Len th 2.33 ft 8.17 ft 6 ft <br /> Area(Shear): 29.85 in2 84 in2 <br /> Moment of Inertia(deflection): 1366.89 in4 1792 in4 <br /> Moment: 29728 ft-Ib 46670 ft-Ib <br /> Shear. 56721b 159601b <br />