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 / environmental classes 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
Serviceability limit state, SLS
Permitted crack width, wk,max
0,3 mm
Exposure / environmental classes regarding crack width
XC4, XS2, XD1, XF3, XA2 / Aggressive


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


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


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