Behaviour of rectangular gusset plate with angle cleat connections for cold-formed steel section
Behaviour of rectangular gusset plate with angle cleat connections for cold-formed steel section
About this item
Full title
Author / Creator
Publisher
Bristol: IOP Publishing
Journal title
Language
English
Formats
Publication information
Publisher
Bristol: IOP Publishing
Subjects
More information
Scope and Contents
Contents
Cold-formed steel (CFS) members designed with proper stiffener can significantly increase the loading capacity of the connected member even though they are thin and slender. Design recommendations of connections especially for CFS sections are mostly related to the load-carrying capacities of individual fasteners such as bolts, screws, and rivets....
Alternative Titles
Full title
Behaviour of rectangular gusset plate with angle cleat connections for cold-formed steel section
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Primary Identifiers
Record Identifier
TN_cdi_proquest_journals_2562477065
Permalink
https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_journals_2562477065
Other Identifiers
ISSN
1757-8981
E-ISSN
1757-899X
DOI
10.1088/1757-899X/849/1/012068
