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:
- 美国规范：ACI 318-08、ACI 318-08（公制）、ACI 318-08 泰国、ACI 318-11、ACI 318-11（公制）、ACI 318-11 泰国、ACI 318-14 和 ACI 318M-14（公制）
- 比利时规范：NBN EN 1992-1-1/A1:2014 ANB:2010
- 英国规范：BS 8110 和 BS EN 1992-1-1:2004 NA:2005
- 加拿大规范：CSA A23.3-04 和 CSA A23.3-94
- 中国规范：GB 50010-2002
- 丹麦规范：EN 1992-1-1 DK NA:2013
- 荷兰规范：NEN 6720:1995/A3:2004 和 NF-EN 1992-1-1:2011/NB
- 欧洲规范 2：EN 1992-1-1:2004/A1:2014
- 芬兰规范：SFS-EN 1992-1-1:2004/A1:2014
- 法国规范：BAEL91 mod.99 和 NF EN 1992-1-1:2004/A1:2014/NA:2007
- 印度规范：IS 456:2000
- 意大利规范：D.M. 14/01/2008 和 UNI EN 1992-1-1:2004/A1:2014
- 挪威规范：NS 3473: 2003 和 NS-EN 1992-1-1:2004+A1:2014+NA:2018
- 波兰规范：PN-B-03264 (2002) 和 PN-EN 1992-1-1:2008/A1:2015-03/Ap2:2016-10
- 俄罗斯规范：SNiP 2.03.01-84
- 罗马尼亚规范：STAS 10107/0-90 和 SR EN 1992-1-1:2004/A1:2014 NB 2008/A91:2009
- 新加坡规范：NA 到 SS EN 1992-1-1:2008/A1:2014
- 西班牙规范：EHE99
- 瑞典规范：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