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The Structural Engineer, Volume 67, Issue 8, 1989
Mr A. N. Beal (M) (R. H. Thomason & Partners): Mr Lovegrove’s thoughtful paper is most welcome, because we cannot continue indefinitely with a method of masonry design which is not based on sound theory. However, he accepts a little too readily the proposition that the yieldline-based moment coefficients in BS5628, Table 9, have been verified by experimental results.
An Extraordinary General Meeting of Members will be held on 25 May 1989 to consider the following Resolution: That the Rules in the terms set out below be approved and adopted as the Rules of the Institution of Structural Engineers Benevolent Fund.
Requirements for slender concrete columns In our column of 15 November last, Mr A. D. Moore raised queries regarding apparent anomalies in the application of clauses 3.8.3.3, 3.8.3.4 and 3.8.3.5 of BS 8110 to the design of columns, on which Mr A. N. Beal commented further in the 24 January issue. We have received further substantial correspondence. Verulam