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Composite action in steel-framed buildings
Strains and deflections observed during course of erection and testing of concrete encased steel framed building; differences between "observed stresses" and stresses calculated on basis of commonly accepted design principles are examined in light of analytical studies; some simple design rules are extended which are in close agreement with results of more rigorous analytical solutions. (See also - n 639 Oct 1959 p 1165-8, n 640 Nov p 1311, 1313, 1315)
Composite action in steel-framed buildings
Strains and deflections observed during course of erection and testing of concrete encased steel framed building; differences between "observed stresses" and stresses calculated on basis of commonly accepted design principles are examined in light of analytical studies; some simple design rules are extended which are in close agreement with results of more rigorous analytical solutions. (See also - n 639 Oct 1959 p 1165-8, n 640 Nov p 1311, 1313, 1315)
Composite action in steel-framed buildings
Civ Eng (Lond)
Jones, R. (author) / Harrop, J. (author)
1959
3 pages
Article (Journal)
English
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