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-6.0 ft, b-20.5 ft, P - 27 kips and w- 9.0 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. Section 7.2 Mar a Xmax" B 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: b kips-ft ft

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Please answer only letter A only.

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-6.0 ft, b-20.5 ft, P- 27 kips and w- 9.0 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.
Section 7.2
Answers:
Ma
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.
Xmax"
i
Xmax
i
Mmax
=
a
=
B
i
b
13.25
kips-ft
ft
1181.53125
ft
kips-ft
Transcribed Image Text: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-6.0 ft, b-20.5 ft, P- 27 kips and w- 9.0 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. Section 7.2 Answers: Ma 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. Xmax" i Xmax i Mmax = a = B i b 13.25 kips-ft ft 1181.53125 ft kips-ft
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