Advisory Desk
AD 349: Shear resistance of Parallel Flange Channels in the Eurocode Blue Book
An error has been found in the values of shear resistance of Parallel Flange Channels that are quoted in SCI publication P363 Steel building design: Design …
AD 348: Bolt resistance tables in the Eurocode Blue Book
This AD Note provides clarification of resistance values given in SCI publication P363 Steel building design: Design data (the Eurocode Blue Book). The …
AD 347: Saw cutting of composite slabs to control cracking
The purpose of this AD Note is to discuss the issues involved in the use of saw cutting to form crack inducing joints in composite slabs and to emphasise the …
AD 346: Design actions during concreting for beams and decking in composite floors
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 345: Load factors in BS 5950-1:2000 for crane loading
The purpose of this Advisory Desk Note is to update the advice in AD111 on the factors to be used in various load combinations for buildings with overhead …
AD 344: Levellling techniques for composite floors
The purpose of this Advisory Desk note is to highlight to designers the importance of considering potential levelling techniques of composite floor slabs in …
AD 343: Position of reinforcing mesh relative to stud shear connectors in composite slabs
The purpose of this Advisory Desk note is to clarify the requirements for the position of mesh reinforcement relative to stud shear connectors in composite …
AD 342: Stainless steel fasteners
The purpose of this Advisory Desk Note is to provide guidance on the specification and selection of stainless steel fasteners for use in non-preloaded …
AD 341: Corrigenda for P362
In the pdf copy of publication P362 Concise Eurocodes that was included on the USB stick at the Eurocode launch event on 25th November 2009, there are three …
AD 340: Elastic Moduli of Angle sections
It has been drawn to our attention that the values given in AD 261 for the elastic section moduli about the v-v axis for unequal angles were in error. The …
