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Calculate the reaction forces Ay and Cy acting on the beam. Positive values for the reactions are indicated b red arrows shown on the free-body diagram below. (Note: Since Ax - 0, it has been omitted from the free-b B Answers: Ay- kips kips Part 2 Determine the shear force acting at each of the following locations: (a) x = 0+ ft (i.e., just to the right of support A) (b) x - 14.0 ft (i,e., at point B) (c) x - 19.5- ft (i.e., just to the left of the support C) (d) x - 19.5+ ft (i.e., just to the right of the support (C) (e) x - 26.5 ft Note that x-0 at support A. When entering your answers, use the shear-force sign convention Answers: (a) V- kips (b) V- i kips (c) V- kips (d) V- kips

Calculate the reaction forces Ay and Cy acting on the beam. Positive values for the reactions are indicated b red arrows shown on the free-body diagram below. (Note: Since Ax - 0, it has been omitted from the free-b B Answers: Ay- kips kips Part 2 Determine the shear force acting at each of the following locations: (a) x = 0+ ft (i.e., just to the right of support A) (b) x - 14.0 ft (i,e., at point B) (c) x - 19.5- ft (i.e., just to the left of the support C) (d) x - 19.5+ ft (i.e., just to the right of the support (C) (e) x - 26.5 ft Note that x-0 at support A. When entering your answers, use the shear-force sign convention Answers: (a) V- kips (b) V- i kips (c) V- kips (d) V- kips

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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Part 1 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-14.0 ft, b-5.5 ft, c- 8.0 ft, w - 9 kips/ft and M - 260 kip-ft. 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. Calculate the reaction forces Ay and Cy 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 Ax - 0, it has been omitted from the free-body diagram.) - 0, B Answers: Ay- kips kips Part 2 Determine the shear force acting at each of the following locations: (a) x - 0+ ft (i.e., just to the right of support A) (b) x - 14.0 ft (i,e., at point B) (c) x - 19.5- ft (i.e., just to the left of the support C) (d) x - 19.5+ ft (i.e., just to the right of the support (C) (e) x - 26.5 ft 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 kips (b) V- i kips (c) V- kips (d) V- kips (e) kips
Transcribed Image Text:Part 1 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-14.0 ft, b-5.5 ft, c- 8.0 ft, w - 9 kips/ft and M - 260 kip-ft. 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. Calculate the reaction forces Ay and Cy 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 Ax - 0, it has been omitted from the free-body diagram.) - 0, B Answers: Ay- kips kips Part 2 Determine the shear force acting at each of the following locations: (a) x - 0+ ft (i.e., just to the right of support A) (b) x - 14.0 ft (i,e., at point B) (c) x - 19.5- ft (i.e., just to the left of the support C) (d) x - 19.5+ ft (i.e., just to the right of the support (C) (e) x - 26.5 ft 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 kips (b) V- i kips (c) V- kips (d) V- kips (e) kips
Part 3 Determine the bending moment acting at each of the following locations: (a) x = 14.0- ft (i.e., just to the left of point B) (b) x = 14.0+ ft(i.e., just to the right of point B) (c)x = 19.5 ft (i.e. at point C) (d) x = 26.5 ft Note that x = 0 at support A. When entering your answers, use the shear-force sign convention detailed in Section 7.2. Answers: (а) М- kips-ft (b) М- kips-ft (c) M- kips-ft (d) M = i kips-ft Part 4 Use your shear-force and bending-moment diagrams to determine the maximum positive bending moment, Mmax pos, the maximum negative bending moment, Mmax, neg, and their respective locations, Xmax, pos and Xmax, neg. When entering your answers for the maximum bending moments, use the shear-force and bending-moment sign conventions detailed in Section 7.2. The maximum negative bending moment is the negative moment with the largest absolute value. Enter the maximum negative bending moment as a negative value. Answers: Mmax, pos kips-ft Xmax, pos ft Mmax, neg= kips-ft Xmax, neg ft
Transcribed Image Text:Part 3 Determine the bending moment acting at each of the following locations: (a) x = 14.0- ft (i.e., just to the left of point B) (b) x = 14.0+ ft(i.e., just to the right of point B) (c)x = 19.5 ft (i.e. at point C) (d) x = 26.5 ft Note that x = 0 at support A. When entering your answers, use the shear-force sign convention detailed in Section 7.2. Answers: (а) М- kips-ft (b) М- kips-ft (c) M- kips-ft (d) M = i kips-ft Part 4 Use your shear-force and bending-moment diagrams to determine the maximum positive bending moment, Mmax pos, the maximum negative bending moment, Mmax, neg, and their respective locations, Xmax, pos and Xmax, neg. When entering your answers for the maximum bending moments, use the shear-force and bending-moment sign conventions detailed in Section 7.2. The maximum negative bending moment is the negative moment with the largest absolute value. Enter the maximum negative bending moment as a negative value. Answers: Mmax, pos kips-ft Xmax, pos ft Mmax, neg= kips-ft Xmax, neg ft
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