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An Encyclopaedia of civil engineering : historical, theoretical and practical : illustrated by upwards of three thousend engravings on wood by R. Branston / by E. Cresy
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Chap. XXV.

ON STONE BRIDGES.

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! Fig. 2728.

Fig. 2731.

Fig. 2732.

Fig. 2733.

Fig. 2729.

Fig. 2730.

Thickness to he given to the Key-stones of the Arch. — Having determined the form ofthe curve, the thickness of the key must next be considered, as upon it depends thedimensions of the abutments. Alberti, Palladio, and Serlio , have allowed the twelfth,the fifteenth, and seventeenth parts of the span of the arch, without regarding the natureor quality of the stone employed. Perronet asserts that the twenty-fourth of the openingof the arch should be the depth of the key-stone, and Gauthey thinks thirteen inchesa proper dimension for all arches which have a less span than 6 feet 6 inches: for thoseabove that, up to 52 feet, he makes the key-stone the twenty-eighth part of their

Fig. 2734.

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