Calculation of structural bearing capacity according to Eurocodes with Norwegian national annexes

##### Centrum pile element
 Centrum pile dimension, b 235mm Centrum pile type Type 4 Centrum pile joint type CPG-K2 Centrum rock point CP-RP 235-25 Nominal cover, c / production tolerance 25 / 10 mm Concrete recipe S1 - Standard Design lifetime 50 years Exposure classes of pile element XC1, XA1, XF1  ##### Calculation conditions
Influence of pile installation and reduction factors
Factor for compression capacity, fa =
0,75
Factor for tension capacity, fa =
1,00
Factor for moment capacity, fa =
0,90

Eccentricity on rock point
Øtip/10
Factor for capacity of rock point, fa =
1,00
Ultimate limit state, ULS
Calculate MRd at normal force, N =
0 kN

Serviceability limit state, SLS
Factor for cover outside min. requirement, kc
1,30
Permitted crack width, wk,max
0,3·kc =
0,39
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
Rock point*
Nc,Rd,rockpoint
= kN
Pile element
Nc,Rd
= kN
*Capacity of rock point is determined for standard concrete C50/60
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
Installed capacities of pile element Xi
= XRd · fa
Compression, pile and pile joint, fa = 0
Nc,i
= kN
Compression, rock point, fa = 0
Nc,RP,i
= kN
Tension, fa = 0
Nt,i
= kN
Moment at N = 0, fa = 0
Mi
= kNm

##### Calculation results SLS
Compression resistance Pile section
Nc,Rd,pile
= kN
Pile joint section
Nc,Rd,pilejoint
= kN
Rock point*
Nc,Rd,rockpoint
= kN
Pile element
Nc,Rd
= kN
*Capacity of rock point is determined for standard concrete C50/60
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
Installed capacities of pile element Xi
= XRd · fa
Compression, pile and pile joint, fa = 0
Nc,i
= kN
Compression, rock point, fa = 0
Nc,RP,i
= kN
Tension, fa = 0
Nt,i
= kN
Moment at N = 0, fa = 0
Mi
= 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.