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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

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