Advisory Desk
AD 480: Correction to P399 Appendix F Worked Example
It has been brought to our attention that in the worked example presented in SCI publication P399 Design of steel portal frame buildings to Eurocode 3, the …
AD 477: Transverse bending of composite slabs subjected to point loads
In order to retain the accurate formatting of the equations in this technical paper, this article is available as a pdf download only. Click here to download …
AD 475: Buckling of cruciform columns
In order to retain the accurate formatting of the equations in this technical paper, this article is available as a pdf download only. Click here to download …
AD 466: Probability factors applied to characteristic wind and snow loads for non-standard return periods
In order to retain the accurate formatting of the equations in this AD Note, this article is available as a pdf download only. Click here to download and view …
AD 465: Amendment to clauses on negative tolerances on cambers in the National Structural Steelwork Specification
Engineers generally specify cambers on steel beams to reduce deflection under self-weight. However, when specifying cambers, they should carefully consider the …
AD 463: Corrections to BS 5950-5:1998
Although this Code of practice was withdrawn in 2010, many designers of cold formed thin gauge sections still use it to verify members. During the course of …
AD 460: Amendment A2 to EN 1993-1-4
In February 2021, the second amendment to the 2006 version of the stainless steel Eurocode was published, EN 1993-1-4:2006+A2:2020. The amendment consists of …




