Database
0011-B-Foundation beams with a recessed base
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B0Classification
- ClassB · Numerical verification example
- Structural system typePlane structure
- MechanicsOther
- Material lawLinear elastic
- MaterialConcrete/reinforced concrete/prestressed concrete
- Verification formatDetermination of internal forces
B1Problem description
Geometry | L = 10 m |
Material | Modulus of elasticity: 31,500 MPa Transverse strain ratio: 0.2 (reinforced concrete C25/30) |
Cross-section | B / H = 1.0 m / 0.3 m |
Support | Elastic support kz = 20 MN/m² with failure upon lifting of the beam |
Load | Fz = 50 kN at x = 2.5 m |
Required: Deflection w, bending moment My and base pressure pzz at x = 0.0 m, 2.5 m, 10.0 m
Variation in deflection and base pressure
Geometrie | L = 10 m |
Material | E-Modul: 31500 MPa Querdehnzahl: 0,2 (Stahlbeton C25/30) |
Querschnitt | B / H = 1,0 m / 0,3 m |
Lagerung | Elastische Bettung kz = 20 MN/m2 mit Ausfall bei Abheben des Balkens |
Belastung | Fz = 50 kN bei x = 2,5 m |
Gesucht: Durchbiegung w, Biegemoment My und Sohldruck pzz bei x = 0,0 m, 2,5 m, 10,0 m
Verlauf der Durchbiegung und des Sohldruckes
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Register hereB5References
- [1] Gruttmann, F.; Sauer, R.; Wagner, W.: A geometrical nonlinear eccentric 3D-beam element with arbitrary cross-sections. In: Computer Methods in Applied Mechanics and Engineering 160, 1998.
Editors
RIB Software GmbH (Stuttgart, Germany)
Krätzig & Partner Ingenieurgesellschaft für Bautechnik mbH (Bochum, Germany)
Dlubal Software GmbH (Tiefenbach, Germany)