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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 W410 × 60 structural steel wide-flange shape [E = 200 GPa; I = 216 × 106 mm4]. F...
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 = 72 kN, w = 60 kN/m,
LAB = LBC = 1.4 m,
LDE = LCD=1.4 m,
MA = 167 kN-m.
P10.048 Not Correct 216 x 106 mm41. For the loading shown, determine the beam deflection at point C The simply supported beam...
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...
The simply supported beam consists of a W460 × 82 structural steel wide-flange shape [E =...
The simply supported beam consists of a W460 × 82 structural
steel wide-flange shape [E = 200 GPa; I = 370 ×
106 mm4]. For the loading shown, determine
the beam deflection vC at point
C.
Assume P = 62 kN, w = 36 kN/m,
LAB = LBC = 3.9 m,
LCD = 1.9 m.
Chapter 10, Supplemental Question 053 Not Correct The samply supported beam cons sts o a W460 × 82 structural steel wide flange shape E :...
Question 1 The simply supported beam consists of a rectangular structural steel tube shape [E (a)...
Question 1 The simply supported beam consists of a rectangular structural steel tube shape [E (a) the beam deflection at point C. 204 GPa; 1-400 × 106 mm4]. For the loading shown, determine (b) the beam deflection at point E. Assume WAB = 100 kN/m, wDE = 40 kN/m, P-100 kN, MA = 285 kN-m, LAB-lge* LCD-LDE-2.6 m. AB WDE MA LBc LcD LDE AB Answers: (a) Vc (b) VE
P10.023 The simply supported beam consists of a W410 x 85 structural steel wide-flange shape [E...
P10.023 The simply supported beam consists of a W410 x 85 structural steel wide-flange shape [E - 200 GPa? - 316 x 10 mm. For the loading shown, use discontinuity functions to computer (a) the slope of the beam at A, and (b) the deflection of the beam at midspan. Assume LA - LCD - 2.1 m, lec-3.0 m, w = 64 kN/m. Answers: (a) 0 L (b) ...The number of significant digits is set to estion Open Show Work
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)...
The beam shown in the figure consists of a W360x19 structural steel wide-flange shape [E =...
The beam shown in the figure consists of a W360x19 structural steel wide-flange shape [E = 200 GPa; = 225 ×106 mm": Mo-210 kN·m; w-90 kN/m, a _ 4 m, and b-5ml Me Determine the deformation at B due to the distributed load if the roller support at B is removed. 0.0972 m 0.1324 m 0.1444 m 0.1682 m 0.1599 m
P11.046 (Multistep) A W530 X 66 structural steel [E = 200 GPa) wide-flange shape is loaded...
P11.046 (Multistep) A W530 X 66 structural steel [E = 200 GPa) wide-flange shape is loaded and supported as shown in the figure. A uniformly distributed load of w = 66 kN/m is applied to the beam, causing the roller support at B to settle downward (i.e., displace downward) by d = 8 mm. Determine: (a) the reactions at supports A and B. (b) the maximum bending stress in the beam. Assume a = 5.5 m and b = 1.3...
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)...
P10.047 (Multistep) The simply supported beam shown in the figure consists of a W410 x 60...
P10.047 (Multistep) The simply supported beam shown in the figure consists of a W410 x 60 structural steel wide-flange shape [E = 200 GPa; I = 216 x 100 mm"]. For the loading shown, determine the beam deflection at point B. Assume P = 88 kN, w = 94 kN/m, M = 162 kNm, and d= 1.5 m. .PL IIIIIIIIIIIII Part 3 Neglect the concentrated moment M and the concentrated load P and determine the deflection at B due to...
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 = 72 kN, w = 60 kN/m,
LAB = LBC = 1.4 m,
LDE = LCD=1.4 m,
MA = 167 kN-m.
P10.048 Not Correct 216 x 106 mm41. For the loading shown, determine the beam deflection at point C The simply supported beam...
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...
The simply supported beam consists of a W460 × 82 structural
steel wide-flange shape [E = 200 GPa; I = 370 ×
106 mm4]. For the loading shown, determine
the beam deflection vC at point
C.
Assume P = 62 kN, w = 36 kN/m,
LAB = LBC = 3.9 m,
LCD = 1.9 m.
Chapter 10, Supplemental Question 053 Not Correct The samply supported beam cons sts o a W460 × 82 structural steel wide flange shape E :...
Question 1 The simply supported beam consists of a rectangular structural steel tube shape [E (a) the beam deflection at point C. 204 GPa; 1-400 × 106 mm4]. For the loading shown, determine (b) the beam deflection at point E. Assume WAB = 100 kN/m, wDE = 40 kN/m, P-100 kN, MA = 285 kN-m, LAB-lge* LCD-LDE-2.6 m. AB WDE MA LBc LcD LDE AB Answers: (a) Vc (b) VE
P10.023 The simply supported beam consists of a W410 x 85 structural steel wide-flange shape [E - 200 GPa? - 316 x 10 mm. For the loading shown, use discontinuity functions to computer (a) the slope of the beam at A, and (b) the deflection of the beam at midspan. Assume LA - LCD - 2.1 m, lec-3.0 m, w = 64 kN/m. Answers: (a) 0 L (b) ...The number of significant digits is set to estion Open Show Work
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)...
The beam shown in the figure consists of a W360x19 structural steel wide-flange shape [E = 200 GPa; = 225 ×106 mm": Mo-210 kN·m; w-90 kN/m, a _ 4 m, and b-5ml Me Determine the deformation at B due to the distributed load if the roller support at B is removed. 0.0972 m 0.1324 m 0.1444 m 0.1682 m 0.1599 m
P11.046 (Multistep) A W530 X 66 structural steel [E = 200 GPa) wide-flange shape is loaded and supported as shown in the figure. A uniformly distributed load of w = 66 kN/m is applied to the beam, causing the roller support at B to settle downward (i.e., displace downward) by d = 8 mm. Determine: (a) the reactions at supports A and B. (b) the maximum bending stress in the beam. Assume a = 5.5 m and b = 1.3...
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)...
P10.047 (Multistep) The simply supported beam shown in the figure consists of a W410 x 60 structural steel wide-flange shape [E = 200 GPa; I = 216 x 100 mm"]. For the loading shown, determine the beam deflection at point B. Assume P = 88 kN, w = 94 kN/m, M = 162 kNm, and d= 1.5 m. .PL IIIIIIIIIIIII Part 3 Neglect the concentrated moment M and the concentrated load P and determine the deflection at B due to...
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