Online Manuals RFEM 6 | Concrete Foundations

Back to Online Manuals

34x

005785

2024-10-04

Select Manual

Add-on Concrete Foundations

External Stability - Geotechnical Checks
Internal Stability - Reinforced Concrete Checks
- Determination of the design moments
- Definition of reinforcement areas and design strips

Design Specifications

Types for Foundations
Concrete Foundations
Design properties of single foundations
- Foundation plate
  
  Main
  
  Geometry
  
  Reinforcement
  
  Concrete Cover
  
  Slab Reinforcement
  
  Mats
  
  Reinforcing Bars
  
  Mesh and rebars
  
  Soil Properties
  
  Geotechnical Configuration
  
  Concrete Configuration
Additional foundation loads

Static Equilibrium

The design of the limit state of the static equilibrium is carried out according to EN 1997‑1[1] 2.4.7.2 as follows:

E_{dst;d} \leq E_{stb;d} + T_{d}

E_stb;d	Design value of the effect of stabilising actions
E_dst;d	Design value of the effect of destabilising actions
T_d	Design value of the total shear resistance

Equilibrium Limit State Design

References

European Committee for Standardization (CEN). (2014). Eurocode 7: Geotechnical Design – Part 1: General Rules, EN 1997-1:2014-03. Berlin: Beuth Verlag GmbH.

Parent Chapter

External Stability - Geotechnical Checks