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Mr. K. F. Simm (of Freeman Fox & Partners) writes: ' The computer program described by the author greatly simplifies the analysis of reinforced concrete columns subject to bi-axial bending. It has been used in my office for some time and the data preparation is very much easier than the laborious hand calculation involved in Saville's method. '
As progress towards the change to metric gathers speed and new metric versions of the various structural Codes of Practice are published, there is a great deal of discussion about the metric units adopted to express force, stress and loading.
A method is presented in which the differences in stay tensions necessary to maintain equilibrium in a mast subjected to wind loading are related to the actual tensions developed in the stays as a result of changes in length of the stay chords caused by a displacement of the mast from an initial position. E.H. Rowland