Situation 3 - The entrance of a building has a roof that supports the load "w" as shown in the figure. The supports at A and B can be considered hinged. The column AC is fixed at C. Properties of AC (W460x97): I = 445 x 10^6 mm^4 d = 467 mm A = 12300 mm 2 E = 200 GPa T= 190 mm Fy = 248 MPa 6 m W kN/m = 42.9 mm 2 m 8m 9. Compute the effective length of AC in meters. A. 3.6 C. 4.8 B. 4.2 D. 5.2 10. Compute the allowable axial load on member AC in kN. Use NSCP 2001. A. 1356 C. 1039

Situation 3 - The entrance of a building has a roof that supports the load "w" as shown in the figure. The supports at A and B can be considered hinged. The column AC is fixed at C. Properties of AC (W460x97): I = 445 x 10^6 mm^4 d = 467 mm A = 12300 mm 2 E = 200 GPa T= 190 mm Fy = 248 MPa 6 m W kN/m = 42.9 mm 2 m 8m 9. Compute the effective length of AC in meters. A. 3.6 C. 4.8 B. 4.2 D. 5.2 10. Compute the allowable axial load on member AC in kN. Use NSCP 2001. A. 1356 C. 1039

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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