A rectangular column section is as shown in the figure.200 mmyThere is a load of 200 kN, acting on the cross-section with an eccentricity of 60 mm along x-x axis as shown. ThenFor no tension in the given section, the eccentricity should be less than 33.33 mmCorrect OptionBMaximum stress for the section is 7 MPa (compression)Correct OptionCMinimum stress for the section is 2 MPa (compression)DStress at the layer parallel to weaker axis at a distance 80 mm in the direction of eccentricity is 6.1 MPaCorrect Option400 mm

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A rectangular column section is as shown in the figure. 200 mm There is a load of 200 kN, acting on the cross-section with an eccentricity of 60 mm along x-x axis as shown. Then Correct Option For no tension in the given section, the eccentricity should be less than 33.33 mm Correct Option Maximum stress for the section is 7 MPa (compression) Minimum stress for the section is 2 MPa (compression) Correct Option Stress at the layer parallel to weaker axis at a distance 80 mm in the direction of eccentricity is 6.1 MPa | 400 mm

A rectangular column section is as shown in the figure. 200 mm There is a load of 200 kN, acting on the cross-section with an eccentricity of 60 mm along x-x axis as shown. Then Correct Option For no tension in the given section, the eccentricity should be less than 33.33 mm Correct Option Maximum stress for the section is 7 MPa (compression) Minimum stress for the section is 2 MPa (compression) Correct Option Stress at the layer parallel to weaker axis at a distance 80 mm in the direction of eccentricity is 6.1 MPa | 400 mm

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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