Advisory Desk
AD 396: Tying resistance of flexible end plates in one-sided connections
When calculating the resistance of a flexible end plate under a tying force, the design checks in the Green Books (Check 11 in SCI P212, 2009 and Check 11 in …
AD 394: New Rules on the Selection of Execution Class for Structural Steel
Until recently, the process for determining Execution Class for structural steel was based on the approach given in BS EN 1090-2:2008+A1:2011 (issued August …
AD 393: Minimum requirements for column splices in accordance with Eurocodes.
Clause 6.2.7.1(14) of BS EN 1993-1-8:2005 specifies minimum requirements for component in bearing type splices. The Standard specifies splice material to be …
AD 392: Frame stability tool on www.steelconstruction.info
This Advisory Desk note gives background information on the frame stability tool, recently added to www.steelconstruction.info. In order to retain the accurate …
AD 391: Lateral Torsional Buckling of rectangular plates in accordance with BS EN 1993-1-1
BS EN 1993-1-1 does not explicitly cover LTB of rectangular plates. This AD note provides guidance for calculating the design buckling resistance moment that …
AD 390: Lateral Torsional Buckling of channels in accordance with EN 1993-1-1
Questions have been asked about how the lateral torsional buckling resistance of a channel should be calculated and how the effect of the load position can be …
AD 389: Acceptable design codes for CE Marking of fabricated steelwork
CE Marking for all construction products (e.g steel sections, bolts etc), covered by a harmonised European standard (see definition below) or conforming to a …
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 …
