Numerical analysis of single-angle steel member under tension load with damage in the unconnected leg

Author:

Sayed Ahmed M.ORCID

Funder

Deanship of Scientific Research

Majmaah University

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference31 articles.

1. Collapse resistance of locally damaged steel columns;Fogarty;J Constr Steel Res,2013

2. Design of steel channel tension members-proposal to IS 800:2007;Priya;J Struct Eng,2011

3. Net section tension capacity of cold-reduced sheet steel channel braces bolted at the web;Teh;J Struct Eng,2013

4. Full plastic capacity of equal angle sections under biaxial bending and normal force;Charalampakis;Eng Struct,2011

5. Examination of AISC LRFD shear lag design provisions;Kirkham;AISC Eng J,2000

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