Calculation of structural bearing capacity according to Eurocodes with German national annexes.

Centrum pile element
Delivery to Southern Germany
Centrum pile dimension, b 300mm
Centrum pile type Type 8
Centrum pile joint type No pile joints
Concrete recipe D01 - Standard
Concrete cover, c 40 mm - Standard
Exposure classes of selected pile element XC4, XA2*, WA
*however, max. 600 mg sulfate per liter in ground water and max. 3000 mg sulfate per kg in soil




The selected pile is normally held in stock in lengths of 11-13 meters delivered from 87565 Germaringen, Bayern.



Calculation conditions
Ultimate limit state, ULS
Calculate MRd at normal force, N =
0 kN
Calculate VRd at normal force, N =
0 kN
Serviceability limit state, SLS
Permitted crack width, wmax
0,3 mm
Calculate MRd at normal force, N =
0 kN


Calculation results ULS
Compression resistance
Pile section
Nc,Rd,pile
= kN
Pile joint section
Nc,Rd,pilejoint
= kN
Pile element
Nc,Rd
= kN
Tension resistance
Pile section
Nt,Rd,pile
= kN
Pile joint section
Nt,Rd,pilejoint
= kN
Pile element
Nt,Rd
= kN
Moment capacity at N = 0
Pile section
MRd,pile
= kNm
Pile joint section
MRd,pilejoint
= kNm
Pile element
MRd
= kNm
Shear capacity at N = 0
Pile section
VRd,pile
= kN
Pile joint section
VRd,pilejoint
= kN
Pile element
VRd
= kN


Calculation results SLS
Compression resistance
Pile section
Nc,Rd,pile
= kN
Pile joint section
Nc,Rd,pilejoint
= kN
Pile element
Nc,Rd
= kN
Tension resistance
Pile section
Nt,Rd,pile
= kN
Pile joint section
Nt,Rd,pilejoint
= kN
Pile element
Nt,Rd
= kN
Moment capacity at N = 0
Pile section
MRd,pile
= kNm
Pile joint section
MRd,pilejoint
= kNm
Pile element
MRd
= kNm


Generate report

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The static structural bearing capacity of a selected pile element in selected calculation conditions is calculated. Be aware that important pile analyses, such as driveability and geotechnical bearing capacity, are not taken into account. These must be considered separately.