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AISC S343L : 1993

Withdrawn

Withdrawn

View Superseded by

SPECIFICATION FOR LOAD AND RESISTANCE FACTOR DESIGN OF SINGLE-ANGLE MEMBERS

Published date

01-12-2013

Withdrawn date

01-13-2025

Superseded by

AISC 351 : 2000

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Contains Load and Resistance Factor design Criteria for hot-rolled single-angle members with equal and unequal legs in tension, shear, compression, flexure, and for combined stresses. It is intended to be compatible with a supplement to the 1993 AISC Load and Resistance Factor Design Specification for Structural Steel Buildings.

DocumentType
Standard
PublisherName
American Institute of Steel Construction
Status
Withdrawn
SupersededBy

Sorry this product is not available in your region.