SITUATION. A simply supported beam has a span of 12m. The beam carries a total uniformly distributed load of 21.5kN/m. To prevent excessive deflection, a support is added at midspan. Calculate the resulting moment (kN-m) at the added support. 64.5 96.8 258.0 86.0

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Refer to the previous problem.
Calculate the resulting maximum positive moment (kN-m) when a support is added at midspan
96.75
54.42
108.84
77.40
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Transcribed Image Text:Refer to the previous problem. Calculate the resulting maximum positive moment (kN-m) when a support is added at midspan 96.75 54.42 108.84 77.40 Previous Next > <
SITUATION. A simply supported beam has a span of 12m. The beam carries a total uniformly
distributed load of 21.5kN/m.
To prevent excessive deflection, a support is added at midspan.
Calculate the resulting moment (kN-m) at the added support.
64.5
96.8
258.0
86.0
Previous
Next >
<
Transcribed Image Text:SITUATION. A simply supported beam has a span of 12m. The beam carries a total uniformly distributed load of 21.5kN/m. To prevent excessive deflection, a support is added at midspan. Calculate the resulting moment (kN-m) at the added support. 64.5 96.8 258.0 86.0 Previous Next > <
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