c) To prevent local buckling occurring, it is necessary to limit the outstand/thickness ratios forflanges and depth/thickness ratios for webs of open sections. Column sections are classified asplastic, compact, semi-compact or slender, depending on their local buckling characteristics.Discuss the following:I. Plastic cross-sectionII. Compact cross-sectionIII. Semi-compact cross-sectionIV. Slender cross-section

Due to shear in the web of I section a compressive force will be generated and that will cause local…

To prevent local buckling occurring, it is necessary to limit the outstand/thickness ratios fo nges and depth/thickness ratios for webs of open sections. Column sections are classified a stic, compact, semi-compact or slender, depending on their local buckling characteristic: cuss the following: lastic cross-section Compact cross-section Semi-compact cross-section

To prevent local buckling occurring, it is necessary to limit the outstand/thickness ratios fo nges and depth/thickness ratios for webs of open sections. Column sections are classified a stic, compact, semi-compact or slender, depending on their local buckling characteristic: cuss the following: lastic cross-section Compact cross-section Semi-compact cross-section

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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