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 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|
|Compression reinforcement, μsc||
|Tension reinforcement, μst||
|Undrained shear strength, cum||
|Conversion factor, η||
|cuk = η · cum||
|cud = 1/γcu · η · cum||
|Ultimate limit state, ULS|
|Long-term load percentage||
|Serviceability limit state, SLS|
|Permitted crack width, wk,max||
|Exposure class(es), crack width||
Calculation results ULS
Calculation results SLS
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