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16.19 A concrete pier 0.55 m X 0.6 m supports a load of 440 kN at point E as shown. Determine the stresses at the four corners of the pier and locate the neutral axis if point E is located (a) distances e,= 100 mm and e₂=0, and (b) distances e,= 100 mm and e₂ = 125 mm from the axes of symmetry of the cross sec- tion. (Hint: The neutral axis can be found by locating points of zero stress on two sides of the pier.) A. B X P = 440 KN C, D B 0.6 m A 0.55 m E

16.19 A concrete pier 0.55 m X 0.6 m supports a load of 440 kN at point E as shown. Determine the stresses at the four corners of the pier and locate the neutral axis if point E is located (a) distances e,= 100 mm and e₂=0, and (b) distances e,= 100 mm and e₂ = 125 mm from the axes of symmetry of the cross sec- tion. (Hint: The neutral axis can be found by locating points of zero stress on two sides of the pier.) A. B X P = 440 KN C, D B 0.6 m A 0.55 m E

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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16.19 A concrete pier 0.55 m X 0.6 m supports a load of 440 kN at point E as shown. Determine the stresses at the four corners of the pier and locate the neutral axis if point E is located (a) distances e,= 100 mm and ₂ = 0, and (b) distances ey= 100 mm and e₂ = 125 mm from the axes of symmetry of the cross sec- tion. (Hint: The neutral axis can be found by locating points of zero stress on two sides of the pier.) A. B X P = 440 kN C, D B 0.6 m A 0.55 m E C D
Transcribed Image Text:16.19 A concrete pier 0.55 m X 0.6 m supports a load of 440 kN at point E as shown. Determine the stresses at the four corners of the pier and locate the neutral axis if point E is located (a) distances e,= 100 mm and ₂ = 0, and (b) distances ey= 100 mm and e₂ = 125 mm from the axes of symmetry of the cross sec- tion. (Hint: The neutral axis can be found by locating points of zero stress on two sides of the pier.) A. B X P = 440 kN C, D B 0.6 m A 0.55 m E C D
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