Document Status
Current
Supplement
Civil & Structural Supplement
Series
Advisory Desk Note
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.
History
February 2025 edition.
Subjects
- Building structure
- Metal sections/other items
- Steel
- Materials
- Building systems/frame
- Steel building systems/frame
Publisher History
With over 30 years experience, the Steel Construction Institute provide technical expertise and best practice to the steel construction sector.