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Author(s):	Luza, H.
Title:
Abstract:	Aus den für den Zustand II üblichen Annahmen, daß der Beton nur Druckspannungen aufnehmen kann und die Bewehrung nur Zugkräfte erhält, wird der Spannungszustand auf der Grundlage der Elastizitätstheorie ermittelt. Damit ist es möglich den Spannungszustand kreisförmiger Stäbe zufolge Torsion und Normalkraft zu ermitteln.
Source:	Beton- und Stahlbetonbau 67 (1972), No. 7
Page/s:	159-163
Language of Publication:	German

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