Author: Taylor, R G
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Taylor, R G
The effect of transverse loading on a single panel square slab supported on fully composite flexible beams is considered. An elastic, small deformation analysis is made using finite difference techniques. The significant features of the results are examined and a comparison made with experimental tests on small perspex models. Some simple design rules are suggested which approximate closely to the theoretical results. M.A. Khan and K.O. Kemp
This paper summarises the conclusions drawn from the results of extended tests of cold formed Z-section purlins of the type shown in Fig. 1.
Dr. Allwood: ‘I am delighted to have this opportunity of opening the discussion after Mr. Alcock’s excellent presentation. This gives me an opportunity to explain to you something of the Genesys Centre and its position relating to the development of the system.'