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Author(s):	Wiedenroth, M.
Title:
Abstract:	Es wird ein Rechenverfahren vorgestellt zur Ermittlung der erforderlichen Einspanntiefe und der Bemessung von Ankern und Dollen, die durch Querkräfte beansprucht werden. Das Verfahren kann auch auf Stahlbetonstützen angewendet werden, die in Blockfundamente eingespannt sind.
Source:	Bautechnik 48 (1971), No. 12
Page/s:	426-429
Language of Publication:	German

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