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Abstract:	Es wird ein Verfahren für die Berechnung der Biegemomente in Durchlaufrichtung von kontinuierlichen Rechteckplatten mit freien Längsrändern beschrieben und an Hand von Beispielen mit den Ergebnissen überprüft, die durch Auswertung von Einflussflächen erhalten werden.
Source:	Beton- und Stahlbetonbau 74 (1979), No. 1
Page/s:	17-23
Language of Publication:	German

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