
Click here to find out how to access this document
Advisory Desk Note 537 In-plane member buckling lengths for portal frames
Publication Year
2025
Document Status
Current
Abstract
This SCI Advisory Note (AD 537) highlights an error in the Blue Book where web resistance values were calculated without applying the BS EN 1993-1-5:2006 limit that restricts the stiff bearing length (ss) to no greater than the depth between flanges (hw). This oversight affects tabulated web resistance values for smaller beam sizes (356 serial size and below), particularly at longer stiff bearing lengths. The note explains that using values for ss ≤ hw remains conservative and acceptable. It provides a corrective approach and advises caution when referencing affected values in design calculations.
Document History
February 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
Website: http://www.steel-sci.org/
Email: reception@steel-sci.com
Tel: +44 (0)1344 636525