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

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

Problem 1P

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Question

ANSWER SHOULD BE

ANSWER KEY:

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

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