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Chapter 8, Reserve Problem 054 X Not Correct A WT305 x 41 standard steel shape is...
A WT305 × 41 standard steel shape is used to support the loads shown on the...
A WT305 × 41 standard steel shape is used to support the loads shown on the beam. The dimensions from the top and bottom of the shape to the centroidal axis are shown in the sketch of the cross section. Assume LAB = 3 m, LBC = 3 m, LCD = 3 m, PA = 17 kN, wBC = 11 kN/m. Consider the entire 9-m length of the beam and determine: (a) the maximum tension bending stress σT at any...
WAB WBC LBC 60.7 mm 164.3 mm WT230 x 26 Chapter 8, Reserve Problem 053 (GO...
WAB WBC LBC 60.7 mm 164.3 mm WT230 x 26 Chapter 8, Reserve Problem 053 (GO Tutorial) Your answer is partially correct. Try again. A WT230 x 26 standard steel shape is used to support the loads shown on the beam in the figure. The dimensions from the top and bottom of the shape to the centroidal axis are shown on the sketch of the cross section. Assume LAB - 3 m, Loc - 1 m, WA - 16 kN/m,...
A flanged wooden shape is used to support the loads shown on the beam. The dimensions...
A flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape are shown in the second figure. Assume LAB = 5 ft. LBC = 2 ft, LCD= 3 ft, LDE = 4 ft, Pc = 2060 lb, Pe= 1990 lb, WAB = 750 lb/ft, b1 = 10 in., b2 = 2 in., b3 = 7 in., dų = 2 in., d2 = 8 in., d3= 2 in. Consider the entire 14-ft length...
P11.062 A W250 × 32.7 structural steel [E-200 GPa] wideflange shape is loaded and supported as...
P11.062 A W250 × 32.7 structural steel [E-200 GPa] wideflange shape is loaded and supported as shown. A uniformly distributed load of w 23 kN/m is applied to the beam, causing the roller support at B to settle downward (i.e., displace downward) by 16 mm. Determine: (a) the reactions at supports A, B, and C. (b) the maximum bending stress ơmax in the beam. Assume LAB = 3.3 m, LBC = 6.2 m. LAB BC Answers: (a) A - (b)...
A flanged wooden shape is used to support the loads shown on the beam. The dimensions...
A flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape are shown in the second figure. Assume LAB = 7 ft, Lec = 4 ft, Lcd = 4 ft, LDE = 2 ft, Pc = 1730 lb, PE = 2320 lb, WAB = 710 lb/ft, b = 8 in., b2 = 2 in., b3 = 5 in., da = 2 in., d2 = 7 in., dz = 2 in. Consider the...
The simply supported beam consists of a W410 × 60 structural steel wide-flange shape [E =...
The simply supported beam consists of a W410 × 60 structural
steel wide-flange shape [E = 200 GPa; I = 216 ×
106 mm4]. For the loading shown, determine
the beam deflection at point C.
Assume P = 53 kN, w = 91 kN/m,
LAB = LBC = 1.7 m,
LDE = LCD=1.8 m,
MA = 197 kN-m.
200 GPa; I 216 x 100 mm ]. For the loading shown, determine the beam The simply supported beam consists of a...
A wood beam supports the loads shown. The cross-sectional dimensions of the beam are shown in...
A wood beam supports the loads shown. The cross-sectional dimensions of the beam are shown in the second figure. Assume LAB=2.8 m, LBC=1.1 m, LCD=1.6 m, w=12 kN/m, P=6.8 kN, b1=20 mm, b2=75 mm, d1=100 mm, and dz=240 mm. Determine the magnitude of: (a) the maximum horizontal shear stress Tmax in the beam. (b) the maximum tension bending stress max (and location x) in the beam. - X BI ec LAB I LBCI LCDJ bil b2 bil Answers: kPa. (a)...
The simply supported beam consists of a w530 x 66 structural steel wide-flange shape [E-200 GPa; I -351 x 106 mm]. Determine (a) the beam deflection at point C. (b) the beam deflection at point E. As...
The simply supported beam consists of a w530 x 66 structural steel wide-flange shape [E-200 GPa; I -351 x 106 mm]. Determine (a) the beam deflection at point C. (b) the beam deflection at point E. Assume P = 35 kN, w = 80 kN/m, LAB = LBC = LCD = 4 m, LDE = 2 m LAB BC Answers: (a) vc=T-190.693 (b) VE178.156
The simply supported beam consists of a w530 x 66 structural steel wide-flange shape [E-200 GPa;...
X Not Correct The cantilever beam consists of a rectangular structural steel tube shape [E =...
X Not Correct The cantilever beam consists of a rectangular structural steel tube shape [E = 180 GPa; I = 151 x 106 mm4]. For the loading shown, determine: (a) the beam deflection VA at point A. (b) the beam deflection VB at point B. Assume P = 88 kN, Q = 29 kN, MB = 217 kN-m, w = 60 kN/m, LAB = 1.8 m, LBC = 2.6 m. P w с MB B LAB LBC Answers: X (a)...
A flanged wooden shape is used to support the loads shown on the beam. The dimensions...
A flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape are shown in the second figure. Assume LAB = 6 ft, LBC = 2 ft, LCD = 2 ft, LDE = 4 ft, PC = 1700 lb, PE = 1750 lb, wAB = 610 lb/ft, b1 = 7 in., b2 = 2 in., b3 = 3 in., d1 = 2 in., d2 = 11 in., d3 = 2 in. Consider the...
WAB WBC LBC 60.7 mm 164.3 mm WT230 x 26 Chapter 8, Reserve Problem 053 (GO Tutorial) Your answer is partially correct. Try again. A WT230 x 26 standard steel shape is used to support the loads shown on the beam in the figure. The dimensions from the top and bottom of the shape to the centroidal axis are shown on the sketch of the cross section. Assume LAB - 3 m, Loc - 1 m, WA - 16 kN/m,...
A flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape are shown in the second figure. Assume LAB = 5 ft. LBC = 2 ft, LCD= 3 ft, LDE = 4 ft, Pc = 2060 lb, Pe= 1990 lb, WAB = 750 lb/ft, b1 = 10 in., b2 = 2 in., b3 = 7 in., dų = 2 in., d2 = 8 in., d3= 2 in. Consider the entire 14-ft length...
P11.062 A W250 × 32.7 structural steel [E-200 GPa] wideflange shape is loaded and supported as shown. A uniformly distributed load of w 23 kN/m is applied to the beam, causing the roller support at B to settle downward (i.e., displace downward) by 16 mm. Determine: (a) the reactions at supports A, B, and C. (b) the maximum bending stress ơmax in the beam. Assume LAB = 3.3 m, LBC = 6.2 m. LAB BC Answers: (a) A - (b)...
A flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape are shown in the second figure. Assume LAB = 7 ft, Lec = 4 ft, Lcd = 4 ft, LDE = 2 ft, Pc = 1730 lb, PE = 2320 lb, WAB = 710 lb/ft, b = 8 in., b2 = 2 in., b3 = 5 in., da = 2 in., d2 = 7 in., dz = 2 in. Consider the...
The simply supported beam consists of a W410 × 60 structural
steel wide-flange shape [E = 200 GPa; I = 216 ×
106 mm4]. For the loading shown, determine
the beam deflection at point C.
Assume P = 53 kN, w = 91 kN/m,
LAB = LBC = 1.7 m,
LDE = LCD=1.8 m,
MA = 197 kN-m.
200 GPa; I 216 x 100 mm ]. For the loading shown, determine the beam The simply supported beam consists of a...
A wood beam supports the loads shown. The cross-sectional dimensions of the beam are shown in the second figure. Assume LAB=2.8 m, LBC=1.1 m, LCD=1.6 m, w=12 kN/m, P=6.8 kN, b1=20 mm, b2=75 mm, d1=100 mm, and dz=240 mm. Determine the magnitude of: (a) the maximum horizontal shear stress Tmax in the beam. (b) the maximum tension bending stress max (and location x) in the beam. - X BI ec LAB I LBCI LCDJ bil b2 bil Answers: kPa. (a)...
The simply supported beam consists of a w530 x 66 structural steel wide-flange shape [E-200 GPa; I -351 x 106 mm]. Determine (a) the beam deflection at point C. (b) the beam deflection at point E. Assume P = 35 kN, w = 80 kN/m, LAB = LBC = LCD = 4 m, LDE = 2 m LAB BC Answers: (a) vc=T-190.693 (b) VE178.156
The simply supported beam consists of a w530 x 66 structural steel wide-flange shape [E-200 GPa;...
X Not Correct The cantilever beam consists of a rectangular structural steel tube shape [E = 180 GPa; I = 151 x 106 mm4]. For the loading shown, determine: (a) the beam deflection VA at point A. (b) the beam deflection VB at point B. Assume P = 88 kN, Q = 29 kN, MB = 217 kN-m, w = 60 kN/m, LAB = 1.8 m, LBC = 2.6 m. P w с MB B LAB LBC Answers: X (a)...
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