Difference between revisions of "Advisory Desk Notes"

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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 [http://www.steel-sci.com/ SCI] in [[Steel_construction_news#New_Steel_Construction_magazine|NSC magazine]], they are brought together here for your reference.
 
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 [http://www.steel-sci.com/ SCI] in [[Steel_construction_news#New_Steel_Construction_magazine|NSC magazine]], they are brought together here for your reference.
 
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*[[Media:AD-486.pdf|AD 486: NSSS Annex J amendment, June 2022]]
 
*[https://portal.steel-sci.com/documents.html AD 485: Continuity of additional bar reinforcement for fire in composite floors, April 2022]  
 
*[https://portal.steel-sci.com/documents.html AD 485: Continuity of additional bar reinforcement for fire in composite floors, April 2022]  
 
*[[Media:AD-484.pdf|AD 484: Snow design situations, May 2022]]
 
*[[Media:AD-484.pdf|AD 484: Snow design situations, May 2022]]
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*[[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]  
*[https://portal.steel-sci.com/documents.html AD 471: Second order moments for splice design, Yet to be published]
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*[[Media:AD-471.pdf|AD 471: Second order moments for splice design, June 2022]]
 
*[https://portal.steel-sci.com/documents.html AD 470: Moments due to eccentricity at a column splice, August 2021]
 
*[https://portal.steel-sci.com/documents.html AD 470: Moments due to eccentricity at a column splice, August 2021]
 
*[[Media:AD-469.pdf|AD 469: P385 Design of Steel Beams in Torsion - Error in Example 3, October 2021]]
 
*[[Media:AD-469.pdf|AD 469: P385 Design of Steel Beams in Torsion - Error in Example 3, October 2021]]

Revision as of 09:10, 15 June 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.