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Trial-and-adjustment procedure is described for design of structural frames having adequate factor of safety against instability; suggested procedure and assumptions are stated, and application of design method is illustrated by means of worked example.
Trial-and-adjustment procedure is described for design of structural frames having adequate factor of safety against instability; suggested procedure and assumptions are stated, and application of design method is illustrated by means of worked example.
Frame instability
Concrete
Baker, A.L.L. (author)
Concrete ; 1
1967
4 pages
Article (Journal)
English
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