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What is Steel Column Design: Bi-Axial Bending about?
This document provides an example of designing a column made of steel hollow section (SHS) to resist combined compression and bi-axial bending loads. The column is subjected to an axial compressive force of 187.62 kN and bending moments of 47.59-61.41 kN-m about one axis and 13.88-26.7 kN-m about the other. An SHS 220x220x8 section is selected. Checks are performed to ensure the section satisfies resistance requirements against yielding under the combined loads based on its material and geometric properties
- Author
- NIBEDITA DEY
- Language
- EN