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Abstract:	Im vorliegenden Beitrag werden auf der Grundlage des Verfahrens von Pelikan und Esslinger ermittelte Diagramme zur Berechnung orthotroper Stahlfahrbahnplatten vorgestellt. Die Belastung entspricht der Brückenklasse 30/30 nach DIN 1072. Es werden torisonssteife Längsrippen und eine Auflagerung auf torsionsweiche Hauptträger vorausgesetzt.
Source:	Stahlbau 68 (1999), No. 8
Page/s:	666-674
Language of Publication:	German

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