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Two hinged steel arch bridges
Errors involved in use of approximate method design; axial thrusts; temperature stresses; deadload and liveload moments and thrusts; comparison of various types of arch bridges; errors due to use of approximate formula, neglect of rib shortening, neglect of variation in moment of inertia, and to use of circular rib. Before Instn Structural Engrs.
Two hinged steel arch bridges
Errors involved in use of approximate method design; axial thrusts; temperature stresses; deadload and liveload moments and thrusts; comparison of various types of arch bridges; errors due to use of approximate formula, neglect of rib shortening, neglect of variation in moment of inertia, and to use of circular rib. Before Instn Structural Engrs.
Two hinged steel arch bridges
Civ Eng (Lond)
Grisenthwaite, T.C. (author)
1932
4 pages
Article (Journal)
English
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