Advisory Desk
AD 388: Partial factors for material properties for design in the UK
In order to retain the accurate formatting of the equations in this advisory desk, this article is available as a pdf download only. Click here to download …
AD 387: Elastic critical moment and correction factor g for bi-symmetric I sections
In order to retain the accurate formatting of the equations in this advisory desk, this article is available as a pdf download only. Click here to download …
AD 386: Clarification of notch dimensions and shear resistances in SCI P358 (Green Book on Simple Joints)
On page T-4 of SCI P358[1], Table G.1 Note 4 states that for double notched beams, the remaining depth of web is taken as the end plate length. This is …
AD 385: Questions and Answers on SCI P391
In order to retain the accurate formatting of the equations in this advisory desk, this article is available as a pdf download only. Click here to download …
AD 384: Welding in cold-formed zones
This AD note provides guidance/clarification related to the issue of welding in the cold-formed zones of structural hollow sections. For historical reasons, …
AD 383 – Use of alkali-zinc silicate paint in slip-resistant bolted connections
The Advisory Desk has been made aware of some concerns about the use of alkali-zinc silicate paint in slip resistant connections, such that the structural …
AD 382: Bending resistance and moment-shear interaction limits for longitudinally stiffened beams designed to EN 1993-1-5
In order to retain the accurate formatting of the equations in this advisory desk, this article is available as a pdf download only. Click here to download …
AD 381: Fatigue assessment of non-standard bridge details
The Advisory Desk has been made aware of some instances of fatigue failure in cross beam to main girder connections, arising from the use of a …
AD 380: What height of shear stud should be used in Eurocode 4?
In order to retain the accurate formatting of the equations in this advisory desk, this article is available as a pdf download only. Click here to download …
AD 379: Tying resistances of full depth end plates
An SCI member has pointed out some inconsistencies in the tying resistances for full depth end plates given in P358 Joints in steel construction; Simple joints …
