Database

0007-D-Puncture analysis for a compact foundation

The example was created by

Peter Fritz, Bernhard Tschonitsch, M.Eng. Walter Rustler

and published on 05.10.2017 on

published. You can find it at https://evadat.com/en/bsp/0007/.

It was qualified on 09.04.2018.

Developed by Peter Fritz, Bernhard Tschonitsch, M.Eng. Walter Rustler

Published on: 05.10.2017 | Qualified on: 09.04.2018

D0Classification

ClassD · Standards-based verification example
Structural system typeSpecial component
MechanicsOther
Material lawOther material laws
MaterialConcrete/reinforced concrete/prestressed concrete
Verification formatUltimate limit state verification
StandardDIN EN 1992

D1Problem description

This section was machine-translated by DeepL.

For a centrally loaded, compact foundation, the punching shear verification shall be carried out in accordance with DIN EN 1992-1-1. The load, the dimensions and the existing reinforcement are shown in Fig. D1-1 and Tab. D1-1.

Fig. D1-1: Square foundation subjected to centrically applied loads

Tab. D1-1: Geometry, material properties and loading
Geometry	Material properties	Load
hcol_,x = 0.40 m hcol_,y = 0.40 m hF = 1.00 m _bFx = 3.60 m _bFy = 3.60 m cnom = 3.50 cm	_fck = 20 N/mm² A_s,l = 27.1 cm^² (24Ø12)	N_g,k = 1437 kN Nq_,k = 506 kN

Für ein zentrisch belastetes gedrungenes Fundament soll der Durchstanznachweis nach DIN EN 1992-1-1 geführt werden. Die Belastung, die Abmessungen sowie die vorhandene Bewehrung sind Abb. D1-1 und Tab. D1-1 zu entnehmen.

Abb. D1-1: Quadratisches Fundament mit zentrischer Beanspruchung

Tab. D1-1: Geometrie, Materialeigenschaften und Belastung
Geometrie	Materialeigenschaften	Belastung
h_col,x = 0,40 m h_col,y = 0,40 m h_F = 1,00 m b_Fx = 3,60 m b_Fy = 3,60 m c_nom = 3,50 cm	f_ck = 20 N/mm² A_s,l = 27,1 cm² (24Ø12)	N_g,k = 1437 kN N_q,k = 506 kN

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D5References

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Editors

Peter Fritz FRILO Software GmbH (Stuttgart, Germany)

–

Creator

Peter Fritz FRILO Software GmbH (Stuttgart, Germany)

FD+ Fundament (01/2018 Release R-2018-1) FRILO Software GmbH

Editor 1

Bernhard Tschonitsch Schöck Bauteile GmbH (Baden-Baden, Germany)

Bole (2.12.00) Schöck Bauteile GmbH

Editor 2

M.Eng. Walter Rustler Dlubal Software GmbH (Tiefenbach, Germany)

RFEM (5.12.02) Dlubal Software GmbH

Editor 3

Peter Fritz Creator, Editor 1

FRILO Software GmbH (Stuttgart, Germany)

Software used: FD+ Fundament (01/2018 Release R-2018-1) FRILO Software GmbH

Bernhard Tschonitsch Editor 2

Schöck Bauteile GmbH (Baden-Baden, Germany)

Software used: Bole (2.12.00) Schöck Bauteile GmbH

M.Eng. Walter Rustler Editor 3

Dlubal Software GmbH (Tiefenbach, Germany)

Software used: RFEM (5.12.02) Dlubal Software GmbH