The W350x90 section is used as a column as a column 10 m long. The column is fixed at one end and hinged at the other end. Braced at mid-height about the weak axis(y-axis). Properties of W350x90 = 250 mm bf = d = 350 mm 266x106mm4 || ly 44.54x10°mm4 a) Determine the critical effective slenderness ratio of the column. b) Determine the axial load capacity of the column using NSCP.

The W350x90 section is used as a column as a column 10 m long. The column is fixed at one end and hinged at the other end. Braced at mid-height about the weak axis(y-axis). Properties of W350x90 = 250 mm bf = d = 350 mm 266x106mm4 || ly 44.54x10°mm4 a) Determine the critical effective slenderness ratio of the column. b) Determine the axial load capacity of the column using NSCP.

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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