Calculation of structural bearing capacity according to Eurocodes with Swedish national annex (EKS10). Recommendations of the Commission on Pile Research apply.

Centrum pile element
Centrum pile dimension, b 235mm
Centrum pile type Type 4
Centrum pile joint type CPG-K2
Yield load of pile element, Fstuk 2759 kN
Cover, c / production tolerance 25 / 10 mm
Concrete recipe S1 - Standard
Class of lifespan L100
Exposure classes of pile element XC2, XF1








Calculation conditions
Calculation
Calculation performed according to recommendations of the Commission on Pile Research.
Analysis of second-order effects (load-effects) is computed with an assumed initial curvature of the pile according to standard values.

Influence of pile installation
Reduction factors for material strengths
Concrete, μc
0,8
Compression reinforcement, μsc
0,8
Tension reinforcement, μst
0,9
Soil strength
Undrained shear strength, cum
10 kPa
Conversion factor, η
0,95
cuk = η · cum
9,5 kPa
cud = 1/γcu · η · cum
6,33 kPa
Ultimate limit state, ULS
Long-term load percentage
80%
Serviceability limit state, SLS
Permitted crack width, wk,max
0,40 mm
Exposure class(es), crack width
XC2


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
Buckling length at Nc,Rd = kN
lcr
=


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
Buckling length at Nc,Rd = kN
lcr
=


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