. The strength of materials; a text-book for engineers and architects. approaches 1and we have ^2 Resilience = -^-p (5) Torsion of Non-Circular Shafts.—As we have akeadyindicated on p. 320, the ordinary theory of torsion is true onlyfor circular sections because in other sections the sections TORSION AND TWISTING OF SHAFTS 333 originally plane become bent out of the plane upon following cases have been worked out fully by , who has giVen the following approximate formulae— Section. Relation of Maximum Stress to Twisting T

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