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When prestressing is extended from beam applications to two-dimensional slabs and three-dimensional shells, theoretical problems involved cannot be handled by usual methods of structural analysis; more importance must be lent to ultimate strength of structure as guide for design and to new concept of balancing major part of gravity loads by prestressing; design of slabs; shearing strength of prestressed slabs; square slab supported on four corners.
When prestressing is extended from beam applications to two-dimensional slabs and three-dimensional shells, theoretical problems involved cannot be handled by usual methods of structural analysis; more importance must be lent to ultimate strength of structure as guide for design and to new concept of balancing major part of gravity loads by prestressing; design of slabs; shearing strength of prestressed slabs; square slab supported on four corners.
Prestressed concrete -- Slabs and shells: design and research in United States
Civ Eng (NY)
Lin, T.Y. (author)
1958
4 pages
Article (Journal)
English
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