Author: Kiusalaas, J;Lee, S L;Makino, M
First published: N/A
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Kiusalaas, J;Lee, S L;Makino, M
The paper describes a numerical forward integration method of analysis applicable to any curved member subject to loading normal to its plane of curvature. The development of the method is shown and the results of its application given to two problems of known solution, with a discussion of the errors and convergence of results.
PHILIP T. A. DONALD and WILLIAM G. GODDEN
Mr. Donovan Lee (Member of Council) asked whether there was a misprint either on page 330 or in Fig 5 and whether the span of the Tocantins bridge was 465 ft or 426 ft.
Reinforced concrete structural members subjected to direct and bending stresses are in common use. The design of such members as columns with eccentric loading, arch sections and rigid frames involves the solution of cumbersome cubic and higher degree
equations. A graphical method suggested below gives a simple and rapid solution.
G. N. Krishnamurthy