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=7.0 ft, b=22.0 ft, P = 29 kips and w = 6.0 kips/ft. Construct the shear-force and bending- moment diagrams on paper and use the results to answer the questions in the subsequent parts Ps Pc C D b. Determine the shear force acting at each of the following locations: (a) x = 7.0- ft (i.e., just to the left of point B) (b) x = 7.0+ ft (i.e., just to the right of point B) (c) x = 27.0 ft Note that x = 0 at support A.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Please help with the problem below. Need to determine the shear force acting at the given locations. Will surely upvote for the answer. Thanks

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=7.0 ft, b=22.0 ft, P = 29 kips and w = 6.0 kips/ft. Construct the shear-force and bending-
moment diagrams on paper and use the results to answer the questions in the subsequent parts
Ps
Pc
C
D
b.
Determine the shear force acting at each of the following locations:
(a) x = 7.0- ft (i.e., just to the left of point B)
(b) x = 7.0+ ft (i.e., just to the right of point B)
(c) x = 27.0 ft
Note that x = 0 at support A.
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=7.0 ft, b=22.0 ft, P = 29 kips and w = 6.0 kips/ft. Construct the shear-force and bending- moment diagrams on paper and use the results to answer the questions in the subsequent parts Ps Pc C D b. Determine the shear force acting at each of the following locations: (a) x = 7.0- ft (i.e., just to the left of point B) (b) x = 7.0+ ft (i.e., just to the right of point B) (c) x = 27.0 ft Note that x = 0 at support A.
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