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Jan n 1 p 5-12: Description of economical form of water tower constructed of plain slabs in which foundation, floor and roof of tank are planar slabs, and tower and wall of tank are circular slabs of uniform thickness; stress analysis. Feb n 2 p 85-90: Description and analysis of larger tank to hold 45,000 gal. Mar n 3 p 121-7: Description and analysis of cylindrical tank to hold 150,000 gal.
Jan n 1 p 5-12: Description of economical form of water tower constructed of plain slabs in which foundation, floor and roof of tank are planar slabs, and tower and wall of tank are circular slabs of uniform thickness; stress analysis. Feb n 2 p 85-90: Description and analysis of larger tank to hold 45,000 gal. Mar n 3 p 121-7: Description and analysis of cylindrical tank to hold 150,000 gal.
Plain-slab water towers
Concrete Constr Eng
Manning, G.P. (author)
1962
Article (Journal)
English
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