Part 3 Determine the bending moment acting at each of the following locations: (a)x-11.5-ft (i.e, just to the left of point B) (b) x-11.5+ ft(i.e, just to the right of point B) (c)x-17.5 ft (i.e. at point C) (d) x - 23.0 ft Note that x - O at support A. When entering your answers, use the shear-force sign convention detailed in Section 7.2. Answers: (a) M- (b) M- (c) M- (d) M- Part 4 Answers: Mmax pos i Max, neg i kips-ft Use your shear-force and bending-moment diagrams to determine the maximum positive bending moment, Mmax.pos, the maximum negative bending moment, Max, nes and their respective locations, Xmax.pos and xmax, nes 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. i kips-ft kips-ft kips-ft kips-ft Xmax.pos kips-ft Xmaxnes i ft ft

Part 3 Determine the bending moment acting at each of the following locations: (a)x-11.5-ft (i.e, just to the left of point B) (b) x-11.5+ ft(i.e, just to the right of point B) (c)x-17.5 ft (i.e. at point C) (d) x - 23.0 ft Note that x - O at support A. When entering your answers, use the shear-force sign convention detailed in Section 7.2. Answers: (a) M- (b) M- (c) M- (d) M- Part 4 Answers: Mmax pos i Max, neg i kips-ft Use your shear-force and bending-moment diagrams to determine the maximum positive bending moment, Mmax.pos, the maximum negative bending moment, Max, nes and their respective locations, Xmax.pos and xmax, nes 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. i kips-ft kips-ft kips-ft kips-ft Xmax.pos kips-ft Xmaxnes i ft ft

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter6: Beams And Cables

Section: Chapter Questions

Problem 6.42P: For the beam AB shown in Cases 1 and 2, derive and plot expressions for the shear force and bending...

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For the beam AB shown in Cases 1 and 2, derive and plot expressions for the shear force and bending moment acting on section 1 in terms of the distance x (0 < x< L). [Note: Case 1 results in the conventional V- and M-diagrams, in which the loads are fixed and the location of the section varies; the diagrams for Case 2 (called influence diagrams) show the variation of V and M at a fixed section as the location of the load is varied]
For the beam shown, derive the expressions for V and M, and draw the shear force and bending moment diagrams. Neglect the weight of the beam.
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Please Help me to answer this... For the simply supported beam subjected to the loading shown, derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) Let a=6.5 ft, b=24.0 ft, P = 32 kips and w = 9.5 kips/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. Determine the bending moment acting at each of the following locations:(a) x = 6.5 ft (i.e., at point B)(b) x = 28.5 ftNote that x = 0 at support A. When entering your answers, use the bending-moment sign convention detailed in Section 7.2. Use your shear-force and bending-moment diagrams to determine the maximum bending moment, Mmax, and its location, xmax. Use the bending-moment sign convention detailed in Section 7.2.Answers:
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For the simply supported beam subjected to the loading shown, derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) Let w = 19.5 kips/ft, a=6.0 ft, and b=21.5 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 By 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 Bx = 0, it has been omitted from the free-body diagram.) Determine the bending moment acting at each of the following locations:(a) x = 6.0 ft (i.e., at support B)(b) x = 26.5 ftNote that x = 0 at point A. When entering your answers, use the bending-moment sign convention detailed in Section 7.2.Answers: (a) M = kips-ft (b) M = kips-ft