Section 4.0 - Design Strength of Structural Steel

ID #1126

WHICH IS THE unbraced length "L" TO CONSIDER, ACCORDING TO SECTION 4.5.4.2., FOR TUBULAR POLE STRUCTURES WHERE SECTIONS DIFFER IN DIAMETER AND/OR THICKNESS

Section 4.5.4.2 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: 2013-08-08 14:51
Author: John Erichsen
Revision: 1.0

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