Refer to the previous problem. Calculate the resulting maximum positive moment (kN-m). 77.4 96.8 54.4 108.8

Structural Analysis
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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).
77.4
96.8
54.4
O 108.8
Transcribed Image Text:Refer to the previous problem. Calculate the resulting maximum positive moment (kN-m). 77.4 96.8 54.4 O 108.8
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
O 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 O 161.25 80.62 48.38
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