Difference between revisions of "Advisory Desk Notes"

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*[[Media:AD-475.pdf|AD 475: Buckling of cruciform columns, January 2022]]
 
*[[Media:AD-475.pdf|AD 475: Buckling of cruciform columns, January 2022]]
*[https://portal.steel-sci.com/documents.html AD 474: Elastic critical moment for lateral
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*[https://portal.steel-sci.com/documents.html AD 474: Elastic critical moment for lateral torsional buckling using design software, October 2021]  
torsional buckling using design software, October 2021]  
 
 
*[[Media:AD-473.pdf|AD 473: Holes in beams for temporary lifting attachments, November 2021]]
 
*[[Media:AD-473.pdf|AD 473: Holes in beams for temporary lifting attachments, November 2021]]
 
*[https://portal.steel-sci.com/documents.html AD 472: Design loads for splices in columns continuous through transfer structures, November 2021]  
 
*[https://portal.steel-sci.com/documents.html AD 472: Design loads for splices in columns continuous through transfer structures, November 2021]  

Revision as of 10:13, 5 January 2022

Advisory Desk or AD Notes reflect recent developments in technical standards or new knowledge that designers need to be made aware of. Some of them arise because a question is being frequently asked of the steel sector’s technical advisers. They have always been recognised as essential reading for all involved in the design of constructional steelwork. Published by the SCI in NSC magazine, they are brought together here for your reference.


For earlier AD Notes, please visit NSC magazine and use the search facility. Alternatively, if you are an SCI member, they are also available on Steelbiz.