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GEO5

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Spread Footing

This tab allows to input parameters for the analysis of bearing capacity of foundation:

Analysis for drained conditions:

  • standard approach
  • CSN 73 1001
  • PN-81B-03020
  • IS:6403-1981
  • EC 7-1 (EN 1997-1:2003)
  • NCMA
  • GB 50007-2002
  • SNiP 2.02.01-83
  • DS/EN 1997-1 DK NA:2013

Analysis for undrained conditions:

  • standard approach
  • CSN 73 1001
  • IS:6403-1981
  • EC 7-1 (EN 1997-1:2003)
  • DS/EN 1997-1 DK NA:2013

Analysis of spread footing on rock subsoil:

  • standard approach
  • CSN 73 1001
  • EC 7-1 (EN 1997-1:2003)

Analysis of uplift

  • standard approach
  • cone method
  • DL/T 5219-2005

Allowable eccentricity - for assesment of the eccentricity of foundation is assumed the value of maximum allowable eccentricity in range of 0.1 to 0.4.

Verification methodology (factor of safety, limit states, analysis according to EN 1997, analysis according to LRFD, analysis according to Chinese standards).

Design situations are specified for all verification methodologies.

"New settings" dialog window - "Spread Footing" tab