Author(s): | Weinhold, H. |
Title: | |
Abstract: | Biege- und Biegedruckstäbe mit veränderlicher Belastungsrichtung (z. B. Türme unter Windbelastung) können nur dann exakt bemessen werden, wenn deren kleinste Biegebeanspruchbarkeit bekannt ist. Die Herleitung dieser neuen Querschnittswerte führt zu einfachen Gleichungen, die sowohl für die Theorie als auch für die Praxis von Nutzen sein werden. |
Source: | Stahlbau 63 (1994), No. 1 |
Page/s: | 24-27 |
Language of Publication: | German |
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