Tag Archives
AD 539: Locking devices for fasteners subject to vibration
SCI is occasionally asked about nuts coming loose if joints are subject to vibration. A number of solutions are possible of which the following are examples. …
Steel supports over-station offices
Forming a bridge over underground railway assets, a series of large steel trusses are enabling the construction of a new City of London commercial development. …
Steel highlights college redevelopment
A four-storey teaching block featuring some integral internal and external steelwork forms the initial phase of an ongoing redevelopment programme at Luton’s …
AD 428A: Lateral and torsional vibration of half-through truss footbridges
Revision NoteThis AD note was first issued to provide interim guidance on the design of half-through footbridges. It has now been revised following publication …
Steel design stacks up
Structural steelwork has provided the required efficient design and column-free spaces for a new leisure centre and an academy in east London. Martin Cooper …
Back to school with lightweight frame
Steelwork having the highest strength-to-weight ratio of any construction material was one of the main reasons it was chosen for the frame of a new school in …
AD 428: Draft guidance: lateral and torsional vibration of half-through truss footbridges
Purpose of this guidance This note alerts designers to the potential susceptibility of narrow half-through footbridges to excitation by pedestrians in a …