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A platform for research: civil engineering, architecture and urbanism
Method of applying arch theory to direct calculation, not only in case of freely supported, but also of fixed end conditions, outlined and illustrated; in addition to effects due to vertical loading, those due to horizontal (wind) loading acting longitudinally on arch, are also evaluated; this effect is not present in bridge work and therefore its treatment has generally been ignored. (See also - n 6 June 1937 p 339-54)
Method of applying arch theory to direct calculation, not only in case of freely supported, but also of fixed end conditions, outlined and illustrated; in addition to effects due to vertical loading, those due to horizontal (wind) loading acting longitudinally on arch, are also evaluated; this effect is not present in bridge work and therefore its treatment has generally been ignored. (See also - n 6 June 1937 p 339-54)
Design of arch roofs
Concrete Constr Eng
Terrington, J.S. (author)
1937
12 pages
Article (Journal)
English
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| Engineering Index Backfile | 1938
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Engineering Index Backfile | 1931
Engineering Index Backfile | 1939
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