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• <br /> • <br /> Project: MARVINvivo/ StruCalc 9.0 page <br /> Location:BM#01 !k. <br /> Multi-Loaded Multi-Span Beam '"' of <br /> [2015 International Building Code(AISC 14th Ed ASD)] - -:: <br /> A992-50 W12x22 x 22.5 FT <br /> Section Adequate By:29.1% StruCalc Version 10.0.1.6 9/25/2019 1:53:09 PM <br /> Controlling Factor:Deflection <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.54 IN L/502 <br /> Dead Load 0.33 in <br /> Total Load 0.87 IN L/310 <br /> Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 <br /> REACTIONS A B <br /> Live Load 4339 lb 4958 lb <br /> Dead Load 2696 lb 3067 lb <br /> Total Load 7035 lb 8025 lb TR1 <br /> TR2 <br /> Bearing Length 0.73 in 0.73 in <br /> w <br /> BEAM DATA Center <br /> Span Length 22.5 ft <br /> Unbraced Length-Top 0 ft A 22.5 ft <br /> Unbraced Length-Bottom 22.5 ft <br /> STEEL PROPERTIES <br /> W12x22-A992-50 UNIFORM LOADS Center <br /> Uniform Live Load 270 plf <br /> Properties: Uniform Dead Load 148 plf <br /> Yield Stress: Fy= 50 ksi Beam Self Weight 22 plf <br /> Modulus of Elasticity: E= 29000 ksi Total Uniform Load 440 plf <br /> Depth: d= 12.3 in TRAPEZOIDAL LOADS-CENTER SPAN <br /> Web Thickness: tw= 0.26 in Load Number One Two <br /> Flange Width: bf= 4.03 in Left Live Load 188 plf 33 plf <br /> Flange Thickness: tt= 0.43 in Left Dead Load 113 plf 20 plf <br /> Distance to Web Toe of Fillet: k= 0.73 in Right Live Load 188 plf 188 plf <br /> Moment of Inertia About X-X Axis: lx= 156 in4 Right Dead Load 113 plf 113 plf <br /> Section Modulus About X-X Axis: Sx= 25.4 in3 Load Start 13 ft 0 ft <br /> Plastic Section Modulus About X-X Axis: Zx= 29.3 in3 Load End 22.5 ft 13 ft <br /> Design Properties per AISC 14th Edition Steel Manual: Load Length 9.5 ft 13 ft <br /> Flange Buckling Ratio: FBR= 4.74 <br /> Allowable Flange Buckling Ratio: AFBR= 9.15 <br /> Web Buckling Ratio: WBR= 41.73 <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= 3 ft <br /> Nominal Flexural Strength w/safety factor: Mn= 73104 ft-lb <br /> Controlling Equation: F2-1 <br /> Web height to thickness ratio: h/tw= 41.73 <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= 63960 lb <br /> Controlling Moment: 43470 ft-lb <br /> 11.7 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: -8026 lb <br /> 22.0 Ft from 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: Redd Provided <br /> Moment of Inertia(deflection): 120.81 in4 156 in4 <br /> Moment: 43470 ft-lb 73104 ft-lb <br /> Shear: -8026 lb 63960 lb <br />