The properties of a column are as follows: Area = 7610 mm2 Slendeness ratio: . About the x-axis = 53.8 About the y-axis = 144 Modulus of Elasticity, E = 200000 MPa Steel yield stress, Fy = 248 MPa 28. What is the allowable stress (MPa) in compression based on the slenderness ratio about the x- axis? a. 119.26 b. 121.26 c. 123.26 d. 133.26 29. What is the allowable stress (MPa) in compression based on the slenderness ratio about the y- axis? а. 47.70 c. 51.70 d. 53.70 b. 49.70 30. What is the allowable compressive force (kN)? а. 372 b. 374 c. 376 d. 378

The properties of a column are as follows: Area = 7610 mm2 Slendeness ratio: . About the x-axis = 53.8 About the y-axis = 144 Modulus of Elasticity, E = 200000 MPa Steel yield stress, Fy = 248 MPa 28. What is the allowable stress (MPa) in compression based on the slenderness ratio about the x- axis? a. 119.26 b. 121.26 c. 123.26 d. 133.26 29. What is the allowable stress (MPa) in compression based on the slenderness ratio about the y- axis? а. 47.70 c. 51.70 d. 53.70 b. 49.70 30. What is the allowable compressive force (kN)? а. 372 b. 374 c. 376 d. 378

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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