Tag Archives
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. …
AD 308: Fire Protection of Beams with Web Openings
Following the publication of RT983 ‘Interim guidance on the use of intumescent coatings for the fire protection of beams with web openings’ in December …
AD 307: Additional Moments in Braced Bays: 2
This is the second AD in a series that comments on the forces and moments to be designed for in beam-column-bracing connections in braced frames. AD 306 …
AD 306: Additional Moments in Braced Bays: 1
This is the first in a series of ADs that comment on the forces and moments to be designed for in beam-column-bracing connections in braced frames. AD 304 …
AD 305: Stiffness and Rotation of Moment Connections
The issue of connection stiffness and rotation for bolted end-plate moment connections arose recently at a connection workshop and concerned the stiffness of a …
