Tag Archives
AD 304: Columns in Braced Bays and Nominal Moments
Following the publication of AD 275 concerning columns in simple construction further questions have been asked about the design of columns in braced bays of …
AD 303: Disproportionate collapse regulations in Scotland
The purpose of this AD note is to highlight the existence of technical advice produced by the Scottish Building Standards Agency (SBSA) that should take …
AD 302: Tightening of Ordinary Bolts.
The advisory service regularly receives requests for a set of torque values in connection with the installation of ordinary bolts. This usually arises because …
AD 301: The use of Annex I1 of BS 5950 -1: 2000.
For Class 1 and 2 sections, Clause 4.8.3.1 allows the alternative of using Annex I1 to check the buckling resistance of compression members with moments …
AD 269-2: Following guidance is based on the guidance given in AD269
For optimum economy, liaison is required between the structural engineer responsible for the design and the fire protection supplier. This is particularly …
AD 299: The Use of Intumescent Coatings for the Fire Protection of Beams with Circular Web Openings
In December 2003, SCI issued a report, RT983, Interim guidance on the use of intumescent coatings for the fire protection of beams with web openings and an …
AD 298: Guidance on the use of Quicon slotted hole connections
This AD presents guidance on the use of the Quicon slotted hole connection system based on experience gained during a recent application of the system. This …
AD 297: Disproportionate collapse regulations
This AD is to advise engineers how they might account for the differences between the disproportionate collapse regulations in England and Wales, Scotland and …
AD 295: Hollow Sections and Steel Grades
In the last few years steel grade S355 has become the normal production grade for both cold formed (BS EN 10219) and hot finished (BS EN 10210) hollow sections …
