Design moment capacities for members without full lateral restraint bk122

Design moment capacities for members without full lateral restraint bk122

This extract discussed equations used for the calculation of design member capacity in axial compression in open sections. In: Design capacity tables for structural steel,  vol. 1: Open sections, 4th ed., 2009. Click here for bookshop details.

Title
Design moment capacities for members without full lateral restraint bk122
Publish Date
03 May 2018
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