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Situation 2: The combined footing shown supports the two columns as shown. Each column exerts a load P = 53 kN. Draw the shear and moment diagrams for the footing if the reaction is of soil pressure on the footing is assumed to be uniform. Determine the maximum moment (kN-m) on the footing. Use a = 0.5 m, b = 2.9 m a

Situation 2: The combined footing shown supports the two columns as shown. Each column exerts a load P = 53 kN. Draw the shear and moment diagrams for the footing if the reaction is of soil pressure on the footing is assumed to be uniform. Determine the maximum moment (kN-m) on the footing. Use a = 0.5 m, b = 2.9 m a

Structural Analysis
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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Situation 2: The combined footing shown supports the two columns as shown. Each column exerts a load P = 53 kN. Draw the shear and moment diagrams for the footing if the reaction is of soil pressure on the footing is assumed to be uniform. Determine the maximum moment (kN-m) on the footing. Use a = 0.5 m, b = 2.9 m a
Transcribed Image Text:Situation 2: The combined footing shown supports the two columns as shown. Each column exerts a load P = 53 kN. Draw the shear and moment diagrams for the footing if the reaction is of soil pressure on the footing is assumed to be uniform. Determine the maximum moment (kN-m) on the footing. Use a = 0.5 m, b = 2.9 m a
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