A column shown is made from four 300mm x 15mm A36 Steel plates. The column is 9.0m long that is fixed at the top and pin connected at the bottom. The column is laterally supported at every third points of its height. Using NSCD 2001 A. Determine the effective slenderness ratio. B. Determine the critical axial load to avoid buckling. C. Determine the safe axial load capacity of the column. y 300mm x 15mm |- -x 300mm x 15mm

A column shown is made from four 300mm x 15mm A36 Steel plates. The column is 9.0m long that is fixed at the top and pin connected at the bottom. The column is laterally supported at every third points of its height. Using NSCD 2001 A. Determine the effective slenderness ratio. B. Determine the critical axial load to avoid buckling. C. Determine the safe axial load capacity of the column. y 300mm x 15mm |- -x 300mm x 15mm

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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