A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Bruchzustand und Sicherheit im Eisenbetonbalken
Critical discussion of usual methods of designing reinforced concrete sections assuming n equals 15; outline of new method of design obviating use of coefficient n, based on consideration of plastic condition of materials at moment of rupture, compressive strength of concrete, tensile strength of reinforcement and its distribution in concrete mass. (See also - discussion p 56, v 35 n 19 and 20 Oct 5 1936 p 317-20 and Oct 20 p 339-46)
Bruchzustand und Sicherheit im Eisenbetonbalken
Critical discussion of usual methods of designing reinforced concrete sections assuming n equals 15; outline of new method of design obviating use of coefficient n, based on consideration of plastic condition of materials at moment of rupture, compressive strength of concrete, tensile strength of reinforcement and its distribution in concrete mass. (See also - discussion p 56, v 35 n 19 and 20 Oct 5 1936 p 317-20 and Oct 20 p 339-46)
Bruchzustand und Sicherheit im Eisenbetonbalken
Bruchzustand und Sicherheit im Eisenbetonbalken
Saliger, R. (author)
Beton und Eisen ; 36
1937
Article (Journal)
German
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