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.
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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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
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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