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Pile bending design
Circular section with ring reinforcement and an optional central bar. The private calculation core searches axial-force and moment equilibrium for plane sections.
Results
As,min–
As,erf–
As,notwendig–
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Results
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Found states
| # | Status | Case | Ring-As | Gesamt-As | εc,d,max | max |εs,d| | max |σs,d| | NRd | MRd | Rest N | Rest M |
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M-N table and interaction curve
εc,d,max is the maximum positive concrete compressive strain. Under pure tension there is no concrete compression zone, so 0.00‰ is reported. Negative concrete edge strains are tensile strains and produce no concrete stress in the model.
| # | Key point | NRd [kN] | |MRd|max [kNm] | εc,d,max [‰] | max |εs,d| [‰] | max |σs,d| [MPa] | States |
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