Proli. 2-31. The beam is subjected to the two concentrated loads as shown. Assuming that the foundation excrts a lincarly 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 2 kN, L -3m. 2P sup Prots 2-31

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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3m
1.5 m.
4 m
Proh. 2-30
2-31. The beam is subjected te the two concentrated loads
as shown. Assuming that the foundation exerts a lincarly
varying load distribution on its bottom, determine the load
intensities w, and wy for equilibrium (a) in terms of the
parameters shown: (b) set P= 2 kN, L= 3 m.
Pro
2P
2-34. Determine the compe
supports JointCisanigid conn
Prots 2-31
Transcribed Image Text:3m 1.5 m. 4 m Proh. 2-30 2-31. The beam is subjected te the two concentrated loads as shown. Assuming that the foundation exerts a lincarly varying load distribution on its bottom, determine the load intensities w, and wy for equilibrium (a) in terms of the parameters shown: (b) set P= 2 kN, L= 3 m. Pro 2P 2-34. Determine the compe supports JointCisanigid conn Prots 2-31
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