Tag Archives
New code, new resistance value
In a continuing series of articles looking at the “Generation 2” Eurocodes, David Brown of the SCI considers the significant changes to the bearing …
President’s column: Black box solution
If anyone read the article written by Hugo Rifkind entitled ‘Horizon was ‘computer says no’ on a vast scale’, which was published in The Times …
Steel design since 1932
Successive editions of BS 449 illustrate significant changes in steel design and practice over the last 90 years. For a recent project, the design rules since …
President’s Column: May 2023
The draft version of the guide, Fatigue design of crane supporting structures has been issued for comment to the BCSA Process and Technical Committee. The …
AD 502: Design to BS 5950 and other standards
The Advisory Desk is regularly asked whether it is acceptable to carry out structural designs to standards other than the Eurocodes. This note draws attention …
Design of Angles
David Brown of the SCI offers advice on the use of angles in bending, in response to questions received by the advisory service. Angles subject to bending are …
New Steel Construction Technical Digest now available online
New Steel Construction’s (NSC) sixth Technical Digest, which brings together a year’s worth of technical guidance, is now available for download at: …
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 …
Proposed revisions to lateral torsional buckling
Several of the revised Eurocode Parts are close to their final version – they are in a mature state and significant changes now would be a surprise. David …
U-Frame action design according to Eurocodes
Ricardo Pimentel of the SCI discusses the consideration of U-Frame action to restrain members susceptible to flexural and lateral torsional buckling according …
