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7/20 <br /> Project:Golitzin Deck Rebuild page <br /> RDHeide PE <br /> Location:b2 Design Build Services,Inc. <br /> Multi-Loaded Multi-Span Beam 28119 120th St SE of <br /> Multi-Loaded Multi-Span Beam[2018 International Building Code(AISC 14th Ed Monroe,WA 98272 <br /> A992-50 W10x12 x 11.5 FT StruCalc Version 11.1.8.0 4/15/2024 2:59:27 PM <br /> Section Adequate By:94.4% <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.18 IN U777 <br /> Dead Load 0.07 in <br /> Total Load 0.25 IN L/562 <br /> Live Load Deflection Criteria:U360 Total Load Deflection Criteria:L/240 <br /> REACTIONS A <br /> Live Load 3669 lb 3661 lb <br /> Dead Load 1424 lb 1415 lb 1 2 <br /> Total Load 5093 lb 5076 lb <br /> Bearing Length 0.51 in 0.51 in <br /> BEAM DATA Center <br /> Span Length 11.5 ft <br /> Unbraced Length-Top 0 ft A 11.5 ft <br /> Unbraced Length-Bottom 11.5 ft <br /> STEEL PROPERTIES <br /> W10x12-A992-50 UNIFORM LOADS Center <br /> Uniform Live Load 470 plf <br /> Properties: Uniform Dead Load 180 plf <br /> Yield Stress: Fy= 50 ksi Beam Self Weight 12 plf <br /> Modulus of Elasticity: E= 29000 ksi Total Uniform Load 662 plf <br /> Depth: d= 9.87 in <br /> Web Thickness: tw= 0.19 in POINT LOADS-CENTER SPAN <br /> Flange Width: bf= 3.96 in Load Number One Two <br /> Flange Thickness: tf= 0.21 in Live Load 975 lb 950 lb <br /> Distance to Web Toe of Fillet: k= 0.51 in Dead Load 331 lb 300 lb <br /> Moment of Inertia About X-X Axis: lx= 53.8 in4 Location 4 ft 7.5 ft <br /> Section Modulus About X-X Axis: Sx= 10.9 in3 <br /> Plastic Section Modulus About X-X Axis: Zx= 12.6 in3 <br /> Design Properties per AISC 14th Edition Steel Manual:ACI 318-19 <br /> Flange Buckling Ratio: FBR= 9.43 <br /> Allowable Flange Buckling Ratio: AFBR= 9.15 <br /> Web Buckling Ratio: WBR= 46.58 <br /> Allowable Web Buckling Ratio: AWBR= 90.55 <br /> Controlling Unbraced Length: Lb= 0 ft <br /> Limiting Unbraced Length- <br /> for lateral-torsional buckling: Lp= 2.77 ft <br /> Nominal Flexural Strength w/safety factor: Mn= 31207 ft-lb <br /> Controlling Equation: F3-1 <br /> Web height to thickness ratio: h/tw= 46.58 <br /> Limiting height to thickness ratio for eqn.G2-2:h/tw-limit= 53.95 <br /> Cv Factor: Cv= 1 <br /> Controlling Equation: G2-2 <br /> Nominal Shear Strength w/safety factor: Vn= 37506 lb <br /> Controlling Moment: 16056 ft-lb <br /> 5.75 Ft from left support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)2 <br /> Controlling Shear: 5093 lb <br /> At left support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s <br /> Comparisons with required sections: Req'd Provided <br /> Moment of Inertia(deflection): 24.93 in4 53.8 in4 <br /> Moment: 16056 ft-lb 31207 ft-lb <br /> Shear: 5093 lb 37506 lb <br />