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The Structural Engineer, Volume 62, Issue 1, 1984
The Institution accepted a suggestion from the Standing Committee on Structural Safety that guidance on the structural use of chipboard for flooring should be produced which would take into account long-term load effects, deterioration, moisture, misuse, vibration, impact, and local application of load. The Standing Committee pointed out that the properties of chipboard are somewhat different from those of traditional flooring materials in that the critical mode of failure is more likely to be by punching or shear, particularly where there are heavy concentrations of applied load. As the Timber Research & Development Association (TRADA) had, at the same time, requested Government financial assistance to produce a similar document, it was agreed that a joint IStructE/TRADA Working Party should be set up to produce a state-of-the-art report on flooring before the end of 1983.
The first 75th Anniversary function held out-of-house was the Thanksgiving Service at Sr. Lawrence Jewry on 24 November 1983, followed by a Reception at the Guildhall. Nearly 300 members and guests attended the Service and heard the follo wing address by Dr. George Geddes, CBE, FEng (Past President)
Extract from CP2004 Code of practice for foundations: 7.5 Bearing capacity and test loading 7.5.1 Bearing capacity of a pile. The bearing capacity of a pile is dependent on the size, shape and type of pile and on the properties of the soil in which it is embedded. The ultimate bearing capacity is the load at which the resistance of the soil becomes fully mobilized . . . Dennis Waite