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Problem 4 (25 points) An overhang beam with negligible weight is loaded as shown. Knowing that...
Problem 4 (25 points) An overhang beam with negligible weight is loaded as shown. Knowing that...
Problem 4 (25 points) An overhang beam with negligible weight is loaded as shown. Knowing that the flexural rigidity of the beam is El = 100 x 106 Nm?, (a) derive the elastic curve for section AB of the beam and (b) determine the slope at supports A and B. 10 KN 5 kN/m А) M = 40 kN-m B. 4 m - 2 m (a) V= (b) өA = OB
An overhang beam with negligible weight is loaded as shown. Knowing that the flexural rigidity of...
An overhang beam with negligible weight is loaded as shown. Knowing that the flexural rigidity of the beam is El = 100 x 106 Nm?, (a) derive the elastic curve for section AB of the beam and (b) determine the slope at supports A and B. 10 KN 5 kN/m АР M = 40 kN-m B 4 m - 2 m (a) V = (b) ӨА = = Ob =
An overhang beam with negligible weight is loaded as shown. Knowing that the flexural rigidity of...
An overhang beam with negligible weight is loaded as shown. Knowing that the flexural rigidity of the beam is El = 100 x 106 Nm?, (a) derive the elastic curve for section AB of the beam and (b) determine the slope at supports A and B. 10 KN 5 kN/m АР M = 40 kN-m B 4 m - 2 m (a) V = (b) ӨА = = Ob =
Problem 4 (25 points) An overhang beam with negligible weight is loaded as shown. Knowing that...
Problem 4 (25 points) An overhang beam with negligible weight is loaded as shown. Knowing that the flexural rigidity of the beam is EI = 100 x 10 Nm?, (a) derive the elastic curve for section AB of the beam and (b) determine the slope at supports A and B. 10 KN 5 kN/m M 40 kN-m B 4 m - 2 m (a) V = (b) A = es =
beam with negligible weight .(a) the slope at supports A and B. elastic curve for section...
beam with negligible weight .(a) the slope at supports A and B. elastic curve for section AB of the beam and (b) 11 kN 6 kN/m А с M = 40 kN-m B 5 m - 2 m (a) V= (b) A = Og = — EI = 100x10 Nm
QUESTION 4 (25 marks) A simply supported beam is loaded by an uniform distributed load, wkN/m, over the span of the beam, L, as shown in Figure Q4. (a) Determine the end reactions at point A and...
QUESTION 4 (25 marks) A simply supported beam is loaded by an uniform distributed load, wkN/m, over the span of the beam, L, as shown in Figure Q4. (a) Determine the end reactions at point A and B in terms of w and L. (4 marks) (b) At an arbitrary point, x, express the internal mom (c) Show that the deflection curve of the beam under the loading situation is ent, M(x), in x, w, and L. (5 marks) 24EI...
Consider the beam and loading shown. Assume that the flexural rigidity El of the beam is...
Consider the beam and loading shown. Assume that the flexural rigidity El of the beam is constant А Identify the equation of the elastic curve for the cantilever beam AB
9. For the beam loaded and supported as shown in Figure (see Week 4), use the integration method ...
9. For the beam loaded and supported as shown in Figure (see Week 4), use the integration method to determine (a) The equation of the elastic curve using the xi and x2 coordinates (b) The slope at A. (c) The deflection at C Take E 200 GPa and1- 4 x 108 mm4 30 kN 20 kNm 4 m 2 m
9. For the beam loaded and supported as shown in Figure (see Week 4), use the integration method to determine...
4) Beam AB has a distributed load as shown and rocker supports at A and B....
4) Beam AB has a distributed load as shown and rocker supports at A and B. If the weight of the beam is negligible, the force R (N) is most nearly BkN/m b) 12 c) 10 d) 24 e) None of these AaBbc I Normal AaBbc AaBbci AaBbcc Aabi Abel ABC 1 No Spaci. Heading 1 Heading 2 Title Subtitle Sube d) 19kN-m e) 32kN-m 4) Beam AB has a distributed load as shown and rocker supports at A and...
9. For the beam loaded and supported as shown in Figure (see Week 4), use the...
9. For the beam loaded and supported as shown in Figure (see Week 4), use the integration method to determine (a) The equation of the elastic curve using the x1 and x2 coordinates (b) The slope at A. (c) The deflection at C. Take E = 200 GPa and I= 4 x 108 mm 30 KN 4 m *20 kNm tem2m* -
Problem 4 (25 points) An overhang beam with negligible weight is loaded as shown. Knowing that the flexural rigidity of the beam is El = 100 x 106 Nm?, (a) derive the elastic curve for section AB of the beam and (b) determine the slope at supports A and B. 10 KN 5 kN/m А) M = 40 kN-m B. 4 m - 2 m (a) V= (b) өA = OB
An overhang beam with negligible weight is loaded as shown. Knowing that the flexural rigidity of the beam is El = 100 x 106 Nm?, (a) derive the elastic curve for section AB of the beam and (b) determine the slope at supports A and B. 10 KN 5 kN/m АР M = 40 kN-m B 4 m - 2 m (a) V = (b) ӨА = = Ob =
An overhang beam with negligible weight is loaded as shown. Knowing that the flexural rigidity of the beam is El = 100 x 106 Nm?, (a) derive the elastic curve for section AB of the beam and (b) determine the slope at supports A and B. 10 KN 5 kN/m АР M = 40 kN-m B 4 m - 2 m (a) V = (b) ӨА = = Ob =
Problem 4 (25 points) An overhang beam with negligible weight is loaded as shown. Knowing that the flexural rigidity of the beam is EI = 100 x 10 Nm?, (a) derive the elastic curve for section AB of the beam and (b) determine the slope at supports A and B. 10 KN 5 kN/m M 40 kN-m B 4 m - 2 m (a) V = (b) A = es =
beam with negligible weight .(a) the slope at supports A and B. elastic curve for section AB of the beam and (b) 11 kN 6 kN/m А с M = 40 kN-m B 5 m - 2 m (a) V= (b) A = Og = — EI = 100x10 Nm
QUESTION 4 (25 marks) A simply supported beam is loaded by an uniform distributed load, wkN/m, over the span of the beam, L, as shown in Figure Q4. (a) Determine the end reactions at point A and B in terms of w and L. (4 marks) (b) At an arbitrary point, x, express the internal mom (c) Show that the deflection curve of the beam under the loading situation is ent, M(x), in x, w, and L. (5 marks) 24EI...
Consider the beam and loading shown. Assume that the flexural rigidity El of the beam is constant А Identify the equation of the elastic curve for the cantilever beam AB
9. For the beam loaded and supported as shown in Figure (see Week 4), use the integration method to determine (a) The equation of the elastic curve using the xi and x2 coordinates (b) The slope at A. (c) The deflection at C Take E 200 GPa and1- 4 x 108 mm4 30 kN 20 kNm 4 m 2 m
9. For the beam loaded and supported as shown in Figure (see Week 4), use the integration method to determine...
4) Beam AB has a distributed load as shown and rocker supports at A and B. If the weight of the beam is negligible, the force R (N) is most nearly BkN/m b) 12 c) 10 d) 24 e) None of these AaBbc I Normal AaBbc AaBbci AaBbcc Aabi Abel ABC 1 No Spaci. Heading 1 Heading 2 Title Subtitle Sube d) 19kN-m e) 32kN-m 4) Beam AB has a distributed load as shown and rocker supports at A and...
9. For the beam loaded and supported as shown in Figure (see Week 4), use the integration method to determine (a) The equation of the elastic curve using the x1 and x2 coordinates (b) The slope at A. (c) The deflection at C. Take E = 200 GPa and I= 4 x 108 mm 30 KN 4 m *20 kNm tem2m* -
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