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Correct 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=14.0 ft, b-6.5 ft, c= 8.0 ft, w = 11 kips/ft and M = 210 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. Answers: Ay = 105.823 W Cy= 207.677 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.) W M a B B kips b kips b C Cy D C x X

Correct 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=14.0 ft, b-6.5 ft, c= 8.0 ft, w = 11 kips/ft and M = 210 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. Answers: Ay = 105.823 W Cy= 207.677 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.) W M a B B kips b kips b C Cy D C x X

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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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 = 20.5 ft (i.e. at point C) (d) x = 27.5 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) M = (b) M= i i (c) M= i (d) M= i kips-ft kips-ft kips-ft kips-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 = 20.5 ft (i.e. at point C) (d) x = 27.5 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) M = (b) M= i i (c) M= i (d) M= i kips-ft kips-ft kips-ft kips-ft
Part 1 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=14.0 ft, b-6.5 ft, c= 8.0 ft, w = 11 kips/ft and M = 210 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. A Correct Answers: Ay = b Calculate the reaction forces A, 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.) Cy= 105.823 W 207.677 a W M a M B kips kips C b C Cy C C X
Transcribed Image Text:Part 1 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=14.0 ft, b-6.5 ft, c= 8.0 ft, w = 11 kips/ft and M = 210 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. A Correct Answers: Ay = b Calculate the reaction forces A, 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.) Cy= 105.823 W 207.677 a W M a M B kips kips C b C Cy C C X
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