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Solve the frame approximately using Portal Method. 30KN 6m k 60KN- 6m 72KN- 8m 10 m 12m 10 m 1. Determine the magnitude of the moment reaction at a. 2. Determine the magnitude of the moment reaction at e. 3. Determine the magnitude of the moment reaction at i. 4. Determine the magnitude of the moment reaction at m. 5. Determine the axial force in column fe. Answer in negative

Solve the frame approximately using Portal Method. 30KN 6m k 60KN- 6m 72KN- 8m 10 m 12m 10 m 1. Determine the magnitude of the moment reaction at a. 2. Determine the magnitude of the moment reaction at e. 3. Determine the magnitude of the moment reaction at i. 4. Determine the magnitude of the moment reaction at m. 5. Determine the axial force in column fe. Answer in negative

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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Solve the frame approximately using Portal Method. 30KN 6m k 60KN- 6m In 72KN- 8m 10 m 12 m 10 m 1. Determine the magnitude of the moment reaction at a. 2. Determine the magnitude of the moment reaction at e. 3. Determine the magnitude of the moment reaction at i. 4. Determine the magnitude of the moment reaction at m. 5. Determine the axial force in column fe. Answer in negative value if the axial force is compressive, otherwise, answer in positive value if the force is tensile
Transcribed Image Text:Solve the frame approximately using Portal Method. 30KN 6m k 60KN- 6m In 72KN- 8m 10 m 12 m 10 m 1. Determine the magnitude of the moment reaction at a. 2. Determine the magnitude of the moment reaction at e. 3. Determine the magnitude of the moment reaction at i. 4. Determine the magnitude of the moment reaction at m. 5. Determine the axial force in column fe. Answer in negative value if the axial force is compressive, otherwise, answer in positive value if the force is tensile
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