2-31. The beam is subjected to the two concentrated loads as shown. Assuming that the foundation exerts a linearly varying load distribution on its bottom, determine the load intensities w, and w, for equilibrium (a) in terms of the parameters shown; (b) set P = 500 lb, L = 12 ft. 13 2P 3-

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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2-31. The beam is subjected to the two concentrated loads
as shown. Assuming that the foundation exerts a linearly
varying load distribution on its bottom, determine the load
intensities w, and w, for equilibrium (a) in terms of the
parameters shown; (b) set P = 500 lb, L = 12 ft.
3
3
2P
3-
Transcribed Image Text:2-31. The beam is subjected to the two concentrated loads as shown. Assuming that the foundation exerts a linearly varying load distribution on its bottom, determine the load intensities w, and w, for equilibrium (a) in terms of the parameters shown; (b) set P = 500 lb, L = 12 ft. 3 3 2P 3-
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