newsteelconstruction.com
NSC Archives
Search
Subscribe
Archives
Print Friendly

Technical

Brittle fracture: selection of sub-grade for ‘quasi-static’ structures

Selection of steel sub-grade is an important responsibility for all steel designers, to manage the risk of brittle fracture. David Brown of the SCI discusses a new publication (P4191) which presents steel thickness limits which may be used in buildings where fatigue is not a design consideration.

In order to retain the accurate formatting of the equations in this technical paper, this article is available as a pdf download only.

Click here to download and view it.

Print Friendly

Tagged , , , , , , ,

Share this post

Related Posts