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A platform for research: civil engineering, architecture and urbanism
Shortcomings of graphical methods of testing arches; to make calculations on elastic theory easier, ready worked out coefficients for moments and thrusts at three critical sections of circular masonry arches of uniform depth of rib are given for all rise span ratios; method is equally applicable to steel or concrete arches.
Shortcomings of graphical methods of testing arches; to make calculations on elastic theory easier, ready worked out coefficients for moments and thrusts at three critical sections of circular masonry arches of uniform depth of rib are given for all rise span ratios; method is equally applicable to steel or concrete arches.
Design of masonry arches on elastic theory
Irrigation Power -- J Central Board Irrigation Power (India)
Jain, O.P. (author)
1957
13 pages
Article (Journal)
English
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