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Early design of reinforced concrete buildings took little account of the structural possibilities peculiar to the material, and it was treated much like steel or masonry, formed into either frames or loadbearing cross-walls. The Arup/Tecton designs for flats broke away from this approach and treated the external wall as part of the structure, so eliminating many columns and beams and facilitating a greater freedom in planning, while, at the same time, achieving economies in construction. However, it seems that architects more used to planning on regular grids took little advantage of this freedom. Later, postwar designs by Tecton used Amp’s ‘box-frame’ structure where internal walls, still not on a regular grid, were loadbearing and where the corresponding elevated treatment was an expression of the absence of structure in the external walls. D.T. Yeomans and D. Cottam
It is my opinion that the profession of engineering, civil and structural, today has become dehumanised by its very own soulscience and technology. J. McBeath
Design for wind loading The most recent contribution to this extended discussion was in our issue of 20 December, when Mr Haseltine was still disposed to challenge the view that had been expressed by John Mayne of the Building Research Establishment (21 June 1988) that the wind pressures in the 1972 Code had a sounder basis than correspondents were ascribing to them. In this controversial issue we are pleased to have received, from Mr A. P. Robertson of the AFRC Institute of Engineering Research, an account of some results from measurements of wind pressures on full- scale low-rise buildings at its station at Silsoe. Verulam