2. A steel column 8 m long is composed of two channels laced together. Determine the compressive load capacity of the section. Fy = 276 MPa, E = 200 GPa. Use AISC/NSCP Specs. Both ends of column are hinged. Use design values of k. a) d14d1 lacing b) d1Ad1 8 m lacing C 310 X 37 С 310 Х 37 Which arrangement would you recommend, a or b? Explain.

2. A steel column 8 m long is composed of two channels laced together. Determine the compressive load capacity of the section. Fy = 276 MPa, E = 200 GPa. Use AISC/NSCP Specs. Both ends of column are hinged. Use design values of k. a) d14d1 lacing b) d1Ad1 8 m lacing C 310 X 37 С 310 Х 37 Which arrangement would you recommend, a or b? Explain.

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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