Preview

Author(s):	Ojha, S. K.; Kordina, K.
Title:
Abstract:	Es werden die gängigen Theorien zur Beschreibung des Tragverhaltens von Stahlbetonbalken unter M, T und Q wie Fachwerkanalogie und Theorie der schiefen Bruchfläche erläutert. Anhand der Auswertung von 700 experimentellen Versuchen wird ein Bemessungsvorschlag der Verfasser, der auf einer empirisch ermittelten Beziehung basiert vogestellt.
Source:	Bautechnik 51 (1974), No. 3
Page/s:	81-88
Language of Publication:	German

I would like to buy the article

Please note: This article is currently not available for downloading.
We would be pleased to digitalize the article upon request. Simply send us a note to this effect, stating your e-mail address. We will notify you as soon as the article is available for downloading. Please note that this can take up to 5 working days.

You can download a digitized article for 25 € as a PDF file.
The PDF file can be read, printed and saved.
Duplication and forwarding to third parties is not allowed.

Your email address

I would like to order "Bautechnik"

Prices include VAT and postage. Prices for 2017/2018.
€ Prices apply to Germany only. Subject to alterations, errors excepted.