Spread Footing
This tab allows inputing 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
- Meyerhof
- Vesic
- DIN 4017
- CTE DB SE-C
- B1/VM4
- SP 22.13330-2016
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
- CTE DB SE-C
- B1/VM4
Analysis of spread footing on rock subsoil:
Allowable eccentricity - The value of maximum allowable eccentricity in the range of 0.1 to 0.4 is input for verification of the eccentricity of foundation.
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