Author: Structural Timber Association
31 July 2015
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Structural Timber Association
This article is the first of two which will discuss the problem of corrosion of steel frames behind masonry elevations. It aims to provide an introduction to this form of construction and to consider the ways in which lack of maintenance can lead to corrosion of the steel frame, before setting out how remedial work should be approached.
The concluding article in this series discusses the span-to-effective-depth method for verifying deflection limits of slabs and beams. (This article was corrected on 1 October 2015. For details, see the corrigendum published on page 37 of the October 2015 issue.)
This Timber Engineering Notebook provides guidance for engineers involved in the design of timber frame building structures on the structural stability issues commonly referred to as 'design for structural robustness' or 'design to avoid disproportionate collapse' in buildings.