
A strainer arch (also straining arch) is an internal structural arch built to relieve the inward pressure off the spanned vertical supports (providing a "buttress", thus also called buttressing arches[citation needed]), usually as an afterthought to prevent the supports from imploding due to miscalculation. In the past they were frequently adorned with decoration, with one of the best examples provided by Wells Cathedral. Strainer arches can be "inverted" (upside-down) while remaining structural.
The typical construction of Romanesque and Gothic churches includes east-to-west arcades, where each arch is buttressed by its neighbours. At the centre of the church, however, where the transepts intersect with the nave, the columns lack support and tend to buckle. This issue was exacerbated in English Gothic architecture by the fashion for raising a large tower above this most vulnerable point of the structure. A "spectacular" solution for the crossing buttressing issue at Wells Cathedral was found by William Joy (1338, 17 years after completion). A similar arrangement was added to both crossings of Salisbury Cathedral more than a century after the completion of most of the building, but shortly after the addition of a tower and spire (1380). The straining arches were added in the east-west direction, thus being unobtrusive when viewed from the nave. The arrangement at the east crossing (built in 1388) is similar to the one at Wells, while the great crossing uses a single-arch strainer design. John Wastell incorporated strainer arches in both the nave and crossing of Canterbury Cathedral, to take the load of his new Bell Harry tower. In Bristol Cathedral the strainer arches are used to carry the thrust from the central vault over the aisles, as in this hall church building the width of the aisles is half that of the nave, therefore the transverse forces cannot be balanced in an arcade-like fashion.