Zusammenfassung
Es werden drei Lastfälle untersucht:
-
(1)
D 1 = 800 kN; M a1 = 120 kNm
-
(2)
D 2 = 500 kN; M a2 = 250 kNm
-
(3)
D 2 = 400 kN; M a3 = 200 kNm; M b3 = 75 kNm
Fundamentabmessungen: a/b = 1,5 m/2,5 m
Grundlage der Berechnungen ist BZ 35, Tafel 5-1.
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Krings, W. (2015). Statik und Festigkeitslehre. In: Vismann, U. (eds) Wendehorst Beispiele aus der Baupraxis. Springer Vieweg, Wiesbaden. https://doi.org/10.1007/978-3-658-01681-4_6
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