Prob. 7-9: Given the following built-up section of a column. Properties of the Channel sections: epelto A = 6.03 in² Ix = 128.1 in.4, ly = 3.9 in.², x = 0.70 m 7. Calculate the centroidal moment of inertia with respect to the x-axis. a. 1422.54 b. 2166.82 c. 1847.16 d. 1610.87 8. Calculate the centroidal moment of inertia with respect to the y-axis. a. 956.88 b. 1024.36 c. 873.29 d. 987.12 9. The section modulus is equal to; a. 196.44 b. 204.58 c. 230.12 d. 187.40

Prob. 7-9: Given the following built-up section of a column. Properties of the Channel sections: epelto A = 6.03 in² Ix = 128.1 in.4, ly = 3.9 in.², x = 0.70 m 7. Calculate the centroidal moment of inertia with respect to the x-axis. a. 1422.54 b. 2166.82 c. 1847.16 d. 1610.87 8. Calculate the centroidal moment of inertia with respect to the y-axis. a. 956.88 b. 1024.36 c. 873.29 d. 987.12 9. The section modulus is equal to; a. 196.44 b. 204.58 c. 230.12 d. 187.40

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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