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Gravity Wall
Verification according to the theory of limit states
When running verification analysis according to "Limit states", it is possible to introduce the required value of design coefficients in the frame "Settings".
The program performs verification of the compression pile as:
| where: | Rc | - | pile compressive resistance |
| Rb | - | pile base resistance | |
| Rs | - | pile shaft resistance | |
| γb | - | partial factor on pile base resistance | |
| γs | - | partial factor on pile shaft resistance | |
| Vd | - | extreme vertical load acting on a pile | |
| Wp | - | pile self-weight |
For tension pile the following verification applies:
| where: | Rsdt | - | pile tensile resistance |
| Rs | - | pile shaft resistance | |
| γst | - | partial factor on tensile pile shaft resistance | |
| Vd | - | extreme vertical load acting on a pile | |
| Wp | - | pile self-weight |
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Company Fine develops structural engineering software with main focus on geotechnical software and structural engineering analyses.
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