The Foundations module allows the geotechnical design which, depending on a country, is based on the requirements of the geotechnical codes, technical guidelines or, directly, on principles of soil mechanics. For this reason, the rules of the geotechnical design may be divided into the following groups of regional (national) requirements:
- ACI
- BS 8004
- CSA
- DTU 13.12
- EN 1997-1:2004/A1:2013
- Fascicule No 62 - Titre V
- French: NF P 94-261 (NF-EN 1997-1:2008/A1 Avril 2014)
- PN-81/B-03020
- Polish: PN-EN 1997-1:2008/A1:2014-05
- SNiP 2.02.01-83.
Irrespective of the parameters of the geotechnical design, the Foundations module allows for selection of a design code of provided (real) reinforcement of a footing. There are the following codes for calculation of the provided (real) reinforcement of a footing available:
- 米国: ACI 318-08、ACI 318-08 (メートル単位)、ACI 318-08 Thailand、ACI 318-11、ACI 318-11 (メートル単位)、ACI 318-11 Thailand、ACI 318-14、ACI 318M-14 (メートル単位)
- ベルギー: NBN EN 1992-1-1/A1:2014 ANB:2010
- 英国: BS 8110、BS EN 1992-1-1:2004 NA:2005
- カナダ: CSA A23.3-04、CSA A23.3-94
- 中国: GB 50010-2002
- デンマーク: EN 1992-1-1 DK NA:2013
- オランダ: NEN 6720:1995/A3:2004、NF-EN 1992-1-1:2011/NB
- Eurocode 2: EN 1992-1-1:2004/A1:2014
- フィンランド: SFS-EN 1992-1-1:2004/A1:2014
- フランス: BAEL91 mod.99、NF EN 1992-1-1:2004/A1:2014/NA:2007
- インド: IS 456:2000
- イタリア: D.M. 14/01/2008、UNI EN 1992-1-1:2004/A1:2014
- ノルウェー: NS 3473: 2003、NS-EN 1992-1-1:2004+A1:2014+NA:2018
- ポーランド: PN-B-03264 (2002)、PN-EN 1992-1-1:2008/A1:2015-03/Ap2:2016-10
- ロシア: SNiP 2.03.01-84
- ルーマニア: STAS 10107/0-90、SR EN 1992-1-1:2004/A1:2014 NB 2008/A91:2009
- シンガポール: NA to SS EN 1992-1-1:2008/A1:2014
- スペイン : EHE99
- スウェーデン: SS-EN 1992-1-1/BFS 2019:1 EKS 11
The above codes may be used in calculations of reinforcement, analysis of punching and the requirements concerned with the provided (real) reinforcement.
See also for detailed descriptions of calculation rules for individual codes:
Limit states
Code combinations
Capacity of the soil
Sliding
Rotation (local stability)
Position of a force resultant (uplift, contact area)
Average settlement
Settlement difference
Calculation of stresses in the soil
Ground water