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Review of tests involving various systems of reinforcement and various shapes of cross-sections; interaction between concrete and reinforcement, including case of steel-concrete columns; effect of spiral reinforcement; computation of stresses permissible in reinforced concrete and steel-concrete columns; method of test was to load columns in successive stages to failure, each load maintained constant for 5 to 10 min. (See also - discussion in no. 37-38, Sept. 18, pp. 289-291; Engineering, vol. 132, no. 3432, Oct. 23, 1931, pp. 515-517, 1 fig)
Review of tests involving various systems of reinforcement and various shapes of cross-sections; interaction between concrete and reinforcement, including case of steel-concrete columns; effect of spiral reinforcement; computation of stresses permissible in reinforced concrete and steel-concrete columns; method of test was to load columns in successive stages to failure, each load maintained constant for 5 to 10 min. (See also - discussion in no. 37-38, Sept. 18, pp. 289-291; Engineering, vol. 132, no. 3432, Oct. 23, 1931, pp. 515-517, 1 fig)
Third report of subcommittee on columns
Dritter Bericht des Unterausschusses fuer Saeulen
Emperger, F. (Autor:in)
1931
23 pages
29 Figs
Aufsatz (Zeitschrift)
Deutsch
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Third report of subcommittee on columns
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