SITUATION. A simply supported beam has a span of 12 m. It carries a total uniformly distributed load of 21.5 kN/m. To prevent excessive deflection, a support is added at midspan. Calculate the reaction (kN) at the added support. 96.75 161.25 80.62 48.38

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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SITUATION.
A simply supported beam has a span of 12 m. It carries a total uniformly distributed load of
21.5 kN/m. To prevent excessive deflection, a support is added at midspan.
Calculate the reaction (kN) at the added support.
96.75
161.25
80.62
48.38
Transcribed Image Text:SITUATION. A simply supported beam has a span of 12 m. It carries a total uniformly distributed load of 21.5 kN/m. To prevent excessive deflection, a support is added at midspan. Calculate the reaction (kN) at the added support. 96.75 161.25 80.62 48.38
(continuation)
Calculate the resulting moment (kN-m) at the added support.
86.0
258.0
64.5
96.8
(continuation)
Calculate the resulting maximum positive moment (kN-m).
O 77.4
96.8
54.4
O 108.8
Transcribed Image Text:(continuation) Calculate the resulting moment (kN-m) at the added support. 86.0 258.0 64.5 96.8 (continuation) Calculate the resulting maximum positive moment (kN-m). O 77.4 96.8 54.4 O 108.8
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