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=4.25 m, b=5.00 m, c= 3.00 m, P = 28kN and M = 190kN-m. 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. M В a b Calculate the reaction forces A, and Cy acting on the beam. Positive values for the reactions are indicated by the directions of

Elements Of Electromagnetics
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Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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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=4.25 m, b=5.00 m, c= 3.00 m, P = 28kN and M = 190kN-m.
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.
M
В
a
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 A, = 0, it has been omitted from the free-body diagram.)
P
M
A
B
C
|D
a
Ay
| C,
Answers:
Ay =
kN
Cy =
i
kN
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=4.25 m, b=5.00 m, c= 3.00 m, P = 28kN and M = 190kN-m. 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. M В a 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 A, = 0, it has been omitted from the free-body diagram.) P M A B C |D a Ay | C, Answers: Ay = kN Cy = i kN
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