A simply supported beam has a span of 12m. The beam carries a total uniformly distributed load of 21.5kN/m. 60. To prevent excessive deflection, a support is added at midspan. Calculate the resisting moment (kN-m) at the added support. а. 64.5 b. 96.8 61. Calculate the resulting maximum positive moment (kN-m) when a support is added at midspan. c. 258.0 d. 86.0 c. 108.84 a. 96.75 b. 54.42 62. Calculate the reaction (kN) at the added support. а. 48.38 d. 77.40 c. 258.0 b. 96.75 d. 80.62

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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60) 96.8

61) 54.42

62) 48.38

SITUATION 20.
A simply supported beam has a span of 12m. The beam carries a total uniformly distributed load of
21.5kN/m.
60. To prevent excessive deflection, a support is added at midspan. Calculate the resisting moment
(kN-m) at the added support.
а. 64.5
c. 258.0
b. 96.8
d. 86.0
61. Calculate the resulting maximum positive moment (kN-m) when a support is added at midspan.
a. 96.75
c. 108.84
b. 54.42
d. 77.40
62. Calculate the reaction (kN) at the added support.
а. 48.38
c. 258.0
b. 96.75
d. 80.62
Transcribed Image Text:SITUATION 20. A simply supported beam has a span of 12m. The beam carries a total uniformly distributed load of 21.5kN/m. 60. To prevent excessive deflection, a support is added at midspan. Calculate the resisting moment (kN-m) at the added support. а. 64.5 c. 258.0 b. 96.8 d. 86.0 61. Calculate the resulting maximum positive moment (kN-m) when a support is added at midspan. a. 96.75 c. 108.84 b. 54.42 d. 77.40 62. Calculate the reaction (kN) at the added support. а. 48.38 c. 258.0 b. 96.75 d. 80.62
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