Section 4.0 - Design Strength of Structural Steel

ID #1153

Which is the unbraced length to consider, according to section, for tubular pole structures where sections differ in diameter and/or thickness?

Section is intended to be applied to latticed tower members. Unbraced length does not enter into the calculations of strength for tubular pole structures per Section 4.8.2.

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Last update: 2015-01-30 14:36
Author: John Erichsen
Revision: 1.0

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