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Advisory Desk Note 536 In-plane member buckling lengths for portal frames
Publication Year
2025
Document Status
Current
Abstract
This SCI Advisory Note (AD 536) addresses confusion around in-plane buckling lengths for members in portal frames, particularly when using general structural analysis software that requires input of buckling lengths in both axes. It reaffirms that in-plane verification of portal frame members is achieved by checking the overall frame stability and, if necessary, applying second-order analysis; individual member in-plane buckling lengths are not required. The note advises designers to disregard outdated guidance from SCI publication P397 and SN03la, which do not reflect typical UK pitched roof portal frame practice. It refers designers to SCI P399 for accurate Eurocode-based procedures.
Document History
January 2025 edition.
Publisher Information
Steel Construction Institute
With over 30 years experience, the Steel Construction Institute provide technical expertise and best practice to the steel construction sector.
Silwood Park
Ascot
SCI
UK
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