SITUATION 8: A prismatic beam of length 8m is fixed at the left end and simply supported at the right end. The beam carries a uniformly distributed load of 400kN/m throughout its length. 25. Determine the deflection at the right end due to uniform load when the simple support is removed. * O a. 204,800/EI b. 312,400/EI c. 382,200/EI d. 244,600/EI SITUATION 8: A prismatic beam of length 8m is fixed at the left end and simply supported at the right end. The beam carries a uniformly distributed load of 400KN/m throughout its length. 25. 26. Determine the deflection at the right end due to a unit load acting at the right end, with the simple support removed. * a. 180/EI b. 512/3EI c. 640/3EI d. 184/EI

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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A prismatic beam 8m long is fixed at the left end and simply supported at the right end. The beam carries a uniformly distributed load of 400kN/m throughout its length.

Find the deflection at the right end due to a unit load alone acting at the right end, with the simple support removed.

SITUATION 8: A prismatic beam of length 8m
is fixed at the left end and simply supported
at the right end. The beam carries a uniformly
distributed load of 400kN/m throughout its
length. 25. Determine the deflection at the
right end due to uniform load when the
simple support is removed. *
О а. 204,800/EI
O b. 312,400/EI
c. 382,200/EI
O d. 244,600/EI
SITUATION 8: A prismatic beam of length 8m
is fixed at the left end and simply supported
at the right end. The beam carries a uniformly
distributed load of 400KN/m throughout its
length. 25. 26. Determine the deflection at the
right end due to a unit load acting at the right
end, with the simple support removed. *
a. 180/EI
О Б. 512/3ЕI
с. 640/3EI
O d. 184/EI
Transcribed Image Text:SITUATION 8: A prismatic beam of length 8m is fixed at the left end and simply supported at the right end. The beam carries a uniformly distributed load of 400kN/m throughout its length. 25. Determine the deflection at the right end due to uniform load when the simple support is removed. * О а. 204,800/EI O b. 312,400/EI c. 382,200/EI O d. 244,600/EI SITUATION 8: A prismatic beam of length 8m is fixed at the left end and simply supported at the right end. The beam carries a uniformly distributed load of 400KN/m throughout its length. 25. 26. Determine the deflection at the right end due to a unit load acting at the right end, with the simple support removed. * a. 180/EI О Б. 512/3ЕI с. 640/3EI O d. 184/EI
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