Journal of the Association of Engineering Societies (1881)
Association of Engineering Societies (U.S.) · New York, [etc.] Board of Managers · leaf 84
ASSOCIATION OF ENGINEERING SOCIETIES. 6o confined to that class of masonry structures in which it is im- practical to design them so that all tensile stresses are avoided. In the majority of such cases the tensile stresses are due to Plate: II. .08 .09 ■.-■ … beam action, and their probable amount and intensity can best be determined by the application of the ordinary theory of flexure. Equation (12) and its subsidiary and modified forms are
Engineering
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