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Model investigation of stresses in main 344-ft arch span of bridge over Long Bay between North Sydney and Willoughby, New South Wales; analysis by means of Beggs' deformeter apparatus; calculations for live load influence lines; accuracy of results; analysis of stresses in arch ribs and superstructure; analysis of temperature stresses in arch ribs and superstructure.
Model investigation of stresses in main 344-ft arch span of bridge over Long Bay between North Sydney and Willoughby, New South Wales; analysis by means of Beggs' deformeter apparatus; calculations for live load influence lines; accuracy of results; analysis of stresses in arch ribs and superstructure; analysis of temperature stresses in arch ribs and superstructure.
Model analysis of arch span of 344 feet
Instn Engrs Australia -- J
Bull, M.G. (Autor:in)
1937
10 pages
Aufsatz (Zeitschrift)
Englisch
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