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Simplified design of masonry arch by elastic theory
Theoretical mathematical discussion of stresses in circular arches leading to derivation of formulas requiring no integration; sample design of 30-ft span arch with rise of 10 ft. (Price Annas 4 or 5d)
Simplified design of masonry arch by elastic theory
Theoretical mathematical discussion of stresses in circular arches leading to derivation of formulas requiring no integration; sample design of 30-ft span arch with rise of 10 ft. (Price Annas 4 or 5d)
Simplified design of masonry arch by elastic theory
India Ry Board -- Tech Paper
Vasudevan, A. (author) / Singh, G. (author)
1935
24 pages
2 Supp sheets
Report
English
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