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Abstract:	Bei der Errichtung einer mehrgeschossigen Tiefgarage in Deckelbauweise kamen 12 m lange Fertigteilstützen aus hochfestem Beton (B90 bzw. C70) zum Einsatz. Der statische Nachweis erfolgte nach EC 2. Es wurden Belastungsversuche an Probestützen durchgeführt.
Source:	Beton- und Stahlbetonbau 89 (1994), No. 4
Page/s:	101-106
Language of Publication:	German

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