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Author(s):	Ryzynski, A.; Ratajczak, G.
Title:
Abstract:	Die neue polnische Stahlbetonnorm (Entwurf) verlangt für Massivbrücken den Nachweis über die Einhaltung einer rechnerischen Rissbreite von 0.2 mm. Zu ihrer Berechnung ist auf der Grundlage der CEB/FIP-Mustervorschrift (1978) ein Verfahren entwickelt worden, das hiermit vorgestellt wird. Seine Handhabung wird durch Tabellen erleichtert.
Source:	Bautechnik 64 (1987), No. 6
Page/s:	188-194
Language of Publication:	German

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