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Author(s):	Okur, H.
Title:
Abstract:	Im Beitrag werden die idealen Knicklasten für den geraden Stab ermittelt, wobei das Trägheitsmoment und die Normalkraft über die Länge veränderlich sind. Als System werden die vier Eulerfälle gewählt und die ideale Knicklast auf die jeweilige Eulerlast mit Vorfaktoren bezogen. Die Vorfaktoren erfassen die Veränderlichkeit des Trägheitsmomentes bzw. der Normalkraft.
Source:	Stahlbau 54 (1985), No. 7
Page/s:	209-212
Language of Publication:	German

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