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A platform for research: civil engineering, architecture and urbanism
Construction of eight prestressed concrete tanks
Watertightness was foremost reason to choose prestressed concrete for tanks of 430,000 gal each and 50 ft internal diam; tank base of prestressed concrete 10 in. thick, increases to 2 ft round periphery; height of wall 34 ft 7 in., thickness 10 1/2 in.; domed roof carries precast concrete units; procedure of prestressing; connection of wall to base. (See also - discussion n 5 May p 141-6)
Construction of eight prestressed concrete tanks
Watertightness was foremost reason to choose prestressed concrete for tanks of 430,000 gal each and 50 ft internal diam; tank base of prestressed concrete 10 in. thick, increases to 2 ft round periphery; height of wall 34 ft 7 in., thickness 10 1/2 in.; domed roof carries precast concrete units; procedure of prestressing; connection of wall to base. (See also - discussion n 5 May p 141-6)
Construction of eight prestressed concrete tanks
Structural Engr
Mais, A.R. (author) / Little, A.C. (author)
Structural Engineer ; 31
1953
8 pages
Article (Journal)
English
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