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A platform for research: civil engineering, architecture and urbanism
Analysis of end frame for shell roofs
Analysis of tied arch which has been constructed economically as end frame; hangers have been provided to keep tie in position; economy in steel and cement; quantities of steel and cement work out to only 3 to 4 lb/ft2 and 9 to 10 lb/ft2 respectively, of which steel in end frames forms major part; this type of construction makes possible saving of about 52% in quantity of steel required.
Analysis of end frame for shell roofs
Analysis of tied arch which has been constructed economically as end frame; hangers have been provided to keep tie in position; economy in steel and cement; quantities of steel and cement work out to only 3 to 4 lb/ft2 and 9 to 10 lb/ft2 respectively, of which steel in end frames forms major part; this type of construction makes possible saving of about 52% in quantity of steel required.
Analysis of end frame for shell roofs
Indian Concrete J
Ghosh, S.K. (author) / Ghosh, B.N. (author)
1959
4 pages
Article (Journal)
English
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