Pull-through capacity design rules for steel roof battens under wind uplift load
Sivapathasundaram, Mayooran & Mahendran, Mahen (2015) Pull-through capacity design rules for steel roof battens under wind uplift load. In 17th Australasian Wind Engineering Society Workshop, 12-13 February 2015, Wellington, New Zealand.
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Steel buildings constructed using thin and high strength cold-formed steel roof sheeting and battens often suffer from roof failures during severe wind events such as storms, tornadoes and cyclones. Premature roof connection failures have been identified as the main reason for such roof failures. Among them, the screw connection between roof batten and truss or rafter suffers from a localised pull-through failure that can lead to the removal of the entire roof structure by high wind events. Therefore suitable design rules are urgently needed to ensure the structural safety of these roof batten screw fastener connections under high wind uplift loads. This paper presents the details of suitable design rules developed based on a detailed experimental study of roof battens subject to static wind uplift loads.
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|Item Type:||Conference Paper|
|Subjects:||Australian and New Zealand Standard Research Classification > ENGINEERING (090000) > CIVIL ENGINEERING (090500)
Australian and New Zealand Standard Research Classification > ENGINEERING (090000) > CIVIL ENGINEERING (090500) > Structural Engineering (090506)
|Divisions:||Current > Schools > School of Civil Engineering & Built Environment
Current > QUT Faculties and Divisions > Science & Engineering Faculty
|Copyright Owner:||Copyright 2016 [Please consult the author]|
|Deposited On:||07 Jul 2016 22:34|
|Last Modified:||11 Jul 2016 00:30|
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