Part 3Determine the bending moment acting at each of the following locations:(a) x = 10.5 ft (i.e., at point B)(b) x = 32.5 ftNote that x = 0 at support A. When entering your answers, use the bending-moment sign convention detailed in Section 7.2.Answers:(а) М-ikips-ft(b) М-ikips-ftPart 4Use 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:Mmax=kips-ftXmax =ft Part 1For the simply supported beam subjected to the loading shown, derive equations for the shear force Vand the bending moment Mfor any location in the beam. (Place the origin at point A.) Let a-10.5 ft, b-24.0 ft, P- 20 kips and w - 5.5 kips/ft. Construct theshear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of thisGO exercise.BCalculate the reaction forces Ay and Cy acting on the beam. Positive values for the reactions are indicated by the directions of thered arrows shown on the free-body diagram below. (Note: Since A, - 0, it has been omitted from the free-body diagram.)Answers:kipsCy-kipsPart 2Determine the shear force acting at each of the following locations:(a) x = 10.5-ft (i.e., just to the left of point B)(b) x = 10.5+ ft (i.e., just to the right of point B)(c) x = 32.5 ftNote that x-0 at support A. When entering your answers, use the shear-force sign convention detailed in Section 7.2.Answers:(a) V-kips(b) V-ikips(c) V-kips

we have to determine the support reaction and shear force

Determine the bending moment acting at each of the following locations: (a) x = 10.5 ft (i.e., at point B) (b) x = 32.5 ft 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- kips-ft (b) M = kips-ft

Determine the bending moment acting at each of the following locations: (a) x = 10.5 ft (i.e., at point B) (b) x = 32.5 ft 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- kips-ft (b) M = kips-ft

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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Concept explainers

Bending Moment

In general, we can define the bending moment as the reaction induced when a certain amount of load or force is applied to an element which makes it bend.

Question

Part 3
Determine the bending moment acting at each of the following locations:
(a) x = 10.5 ft (i.e., at point B)
(b) x = 32.5 ft
Note that x = 0 at support A. When entering your answers, use the bending-moment sign convention detailed in Section 7.2.
Answers:
(а) М-
i
kips-ft
(b) М-
i
kips-ft
Part 4
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:
Mmax=
kips-ft
Xmax =
ft

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-10.5 ft, b-24.0 ft, P- 20 kips and w - 5.5 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.
B
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 A, - 0, it has been omitted from the free-body diagram.)
Answers:
kips
Cy-
kips
Part 2
Determine the shear force acting at each of the following locations:
(a) x = 10.5-ft (i.e., just to the left of point B)
(b) x = 10.5+ ft (i.e., just to the right of point B)
(c) x = 32.5 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-
kips
(b) V-
i
kips
(c) V-
kips

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