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Abstract:	Für die Bestimmung von Biegemomenten-Einflussflächen in Flächentragwerken wird ein Verfahren entwickelt. Es besteht in der direkten Einleitung der Biegemomente durch einen Verformer. Das beschriebene "Verformungsverfahren" soll es dem Praktiker ermöglichen, rechnerunterstützte Berechnungen auf einfache Art anschaulich zu überprüfen.
Source:	Beton- und Stahlbetonbau 79 (1984), No. 12
Page/s:	313-316
Language of Publication:	German

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