Advisory Desk
AD 318: Tolerances on plan position of steelwork in bridges
There has been some debate about the build-up of tolerances in bridge steelwork and the accuracy with which the steelwork can be positioned on the …
AD 317: Use of integral crossheads in skew highway bridges
Guidance Note 1.02 in the Steel Bridge Group publication Guidance Notes on best practice in steel bridge construction (P185) includes advice about the use of …
AD 316: BS 5950-1: 2000, Amendment No 1
Design engineers should be aware that Amendment No 1 (BSI reference Amendment No 17137) to BS 5950-1: 2000 has been issued, dated 31st August 2007. The new …
AD 315: Bending Strength – BS 5950-1: 2000
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 314: Columns Splices and Internal Moments
Today, with a higher emphasis of site safety than ever, the provision of temporary barriers around the perimeter of buildings and edge of floor openings is …
AD 313: Precast concrete floors in steel framed buildings: Achieving floor diaphragm action and acoustic performance
The purpose of this AD note is to highlight the existence of the new acoustic details for precast concrete separating floors in steel-framed buildings that are …
AD 312 Vibration Dose Values
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 311: T-sections in bending – stem in compression
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 310: Staircases with flat stringers
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 309: Ductility of Fully Rigid Bolted Moment Connections
AD 305 deals with the requirements of bolted end-plate moment connections that are assumed for design to be fully rigid up to the Ultimate Limit State. …
