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What is Non-Dimensional Slenderness of Sections about?
i_r This document presents a method for determining the non-dimensional slenderness (λLT) of I-sections and H-sections without explicitly calculating the elastic critical buckling moment (Mcr). It provides a simplified conservative method using tabulated values of λLT based on steel grade. It also describes how to obtain a less conservative value of λLT by accounting for bending moment distribution, section geometry, and yield strength. Finally, it discusses how to adjust the calculation when destabilizing
- Author
- Hamati Rami
- Language
- EN