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
|
Calculating… Calculating…
Calculation results ULS
Compression resistance
Moment capacity at N = 0
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
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
Calculating… Calculating…
Calculation results SLS
Compression resistance
Moment capacity at N = 0
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
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. Use of centrumpileselect.com and the generated report is your own responsibility and risk, and is subject to the user license agreement. Please read terms of use carefully before you proceed.