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

Centrum pile element
Centrum pile dimension, b 300mm
Centrum pile type Type 8
Centrum pile joint type No pile joints
Construction type Building
Concrete recipe S3 - Standard
Concrete cover, c 40 mm - Standard
Exposure classes (environment) of selected pile element XC4, XS2, XD1, XF3, XA2 (Aggressive)




The selected pile is normally held in stock in lengths of 11-15 meters.



Calculation conditions
Ultimate limit state, ULS
Consequence class
CC2
Load combination
STR/GEO 1
Safety coefficient
γ0 = 1,0
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
Exposure classes (environment) regarding crack width
XC4, XS2, XD1, XF3, XA2 (Aggressive)
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

Generate a report with your selected Centrum pile element in PDF.

Centrum Pile Select will not save a copy of the generated report or any of the typed information.
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.