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Shows that a beam exclusively under overturning load on elastic support suffers such deformation that longitudinal axis of ground plane remains in unchanged position and only individual profiles are tilted. Deduces equations for angle of tilt.
Shows that a beam exclusively under overturning load on elastic support suffers such deformation that longitudinal axis of ground plane remains in unchanged position and only individual profiles are tilted. Deduces equations for angle of tilt.
Calculation of foundations
Beitrag zur Berechnung von Fundamenten
Geller, M. (Autor:in)
Bauingenieur ; 6
1925
4 pages
2 Figs.
Aufsatz (Zeitschrift)
Deutsch
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