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For the simply supported beam subjected to the loading shown, derive equations for the shear force Vand the bending moment M for any location in the beam. (Place the origin at point A.) Let a-3.25 m, b-4.25 m, Pg - 30KN, and Pe- 100kN. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. D. b Calculate the reaction forces A, and Dy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since A - 0, it has been omitted from the free-body diagram.) Pg Pc C a D

For the simply supported beam subjected to the loading shown, derive equations for the shear force Vand the bending moment M for any location in the beam. (Place the origin at point A.) Let a-3.25 m, b-4.25 m, Pg - 30KN, and Pe- 100kN. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. D. b Calculate the reaction forces A, and Dy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since A - 0, it has been omitted from the free-body diagram.) Pg Pc C a D

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please with the problem below. I just need the reaction forces at Ay and Dy. Thank you, will upvote to the answer.

For the simply supported beam subjected to the loading shown, derive equations for the shear force Vand the bending moment M for any location in the beam. (Place the origin at point A.) Let a-3.25 m, b-4.25 m, Pg - 30KN, and Pe- 100kN. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. D. b Calculate the reaction forces A, and Dy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since A - 0, it has been omitted from the free-body diagram.) Pg Pc C a D
Transcribed Image Text:For the simply supported beam subjected to the loading shown, derive equations for the shear force Vand the bending moment M for any location in the beam. (Place the origin at point A.) Let a-3.25 m, b-4.25 m, Pg - 30KN, and Pe- 100kN. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. D. b Calculate the reaction forces A, and Dy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since A - 0, it has been omitted from the free-body diagram.) Pg Pc C a D
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Part 2 Determine the shear force acting at each of the following locations: (a) x = 2 m (b) x = 4 m (c) x = 8 m Note that x = 0 at support A. When entering your answers, use the shear-force sign convention detailed in Section 7.2. Answers: (a) V= i 40 kN (b) V= i kN (c) V= i KN
Transcribed Image Text:Part 2 Determine the shear force acting at each of the following locations: (a) x = 2 m (b) x = 4 m (c) x = 8 m Note that x = 0 at support A. When entering your answers, use the shear-force sign convention detailed in Section 7.2. Answers: (a) V= i 40 kN (b) V= i kN (c) V= i KN
Part 3 Determine the bending moment acting at each of the following locations: (a) x = 2 m (b) x = 3.25 m (i.e., at point B) (c) x = 4 m (d) x = 6.50 m (i.e., at point C) (e) x = 8 m Note that x=0 at support A. When entering your answers, use the bending-moment sign convention detailed in Section 7.2. Answers: (a) M = i kN-m (b) M= i kN-m (c) M= i kN-m (d) M = i kN-m (e) M= kN-m i
Transcribed Image Text:Part 3 Determine the bending moment acting at each of the following locations: (a) x = 2 m (b) x = 3.25 m (i.e., at point B) (c) x = 4 m (d) x = 6.50 m (i.e., at point C) (e) x = 8 m Note that x=0 at support A. When entering your answers, use the bending-moment sign convention detailed in Section 7.2. Answers: (a) M = i kN-m (b) M= i kN-m (c) M= i kN-m (d) M = i kN-m (e) M= kN-m i
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