A large mixed-use scheme, with office space geared towards the creative industries, will transform a swathe of land on the edge of..
SCI is sometimes asked how to determine the section class of a flat plate as BS EN 1993-1-1 does not include this section in table 5.2. The..
The SCI Advisory Desk sometimes receives questions about the potential to use full depth stiffeners to restrain lateral torsional buckling,..
In Part Two of the article, David Brown of the SCI discusses the lateral torsional buckling resistance and shear resistance of hybrid..
David Brown of the SCI discusses the Eurocode rules when the effect of LTB may be ignored, and the simplified rules for buildings. In order..
Eight steel composite bridges are being installed as part of the A1 upgrade in North Yorkshire. As the only section of non-motorway on the..
In Part 1, David Brown of the SCI looked at comparisons between lateral torsional buckling in BS 449 and BS 5950. In Part 2, the comparison..
David Brown of the SCI reviews the (relatively) recent history of lateral torsional buckling of beams. Part 1 includes a reminder of the..
BS EN 1993-1-1 does not explicitly cover LTB of rectangular plates. This AD note provides guidance for calculating the design buckling..