Beam effective length in open sections bk122

Beam effective length in open sections bk122

This extract shows how the effective length of the flexural member is determined for calculating the value of design member moment capacity in members without full lateral restraint. In: Design capacity tables for structural steel, vol. 1: Open sections, 4th ed. 2009. Click here to view bookshop details.

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Beam effective length in open sections bk122
Publish Date
03 May 2018
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