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 | S2 - Standard | 
| Concrete cover, c | 40 mm - Standard | 
| Exposure classes of selected pile element | XC4, XS2, XD1, XA2* | 
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 3 
                                 | 
                            
| Safety coefficient | 
                                     γ0 = 1,0 
                                 | 
                            
| Calculate MRd at normal force, N = | 
                                     0 kN 
                                 | 
                            
| Calculate VRd at normal force, N = | 
                                     0 kN 
                                 | 
                            
| Serviceability limit state, SLS | |
|---|---|
| Permitted crack width, wmax | 
                                     0,3 mm 
                                 | 
                            
| Exposure classes regarding crack width | 
                                     XC4, XS2, XD1 
                                 | 
                            
Calculate MRd at normal force, N =  | 
                                
                                     0 kN 
                                 | 
                            
Load Cases
| Ultimate Limit State, ULS | |
|---|---|
| Compression, N- | 
                                     | 
                            
| Tension, N+ | 
                                     -0 
                                 | 
                            
| N-M combination | 
                                     | 
                            
| N-V combination | 
                                         | 
                                
| Serviceability Limit State, SLS | |
|---|---|
| Compression, N- | 
                                     | 
                            
| Tension, N+ | 
                                     | 
                            
| N-M combination | 
                                     | 
                            
Calculating... Calculating...
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
                
            
            Moment capacity at N = 0 
            
                
            
                
            
                
        
            
                    Pile section
                
                
                    MRd,pile
                
                
                    =  kNm
                
            
                    Pile joint section
                
                
                    MRd,pilejoint
                
                
                    =  kNm
                
            
                    Pile element
                
                
                    MRd
                
                
                     =  kNm
                
            
                Shear capacity at N = 0 
                
                    
                
                    
                
                    
            
    
                        Pile section
                    
                    
                        VRd,pile
                    
                    
                        =  kN
                    
                
                        Pile joint section
                    
                    
                        VRd,pilejoint
                    
                    
                        =  kN
                    
                
                        Pile element
                    
                    
                        VRd
                    
                    
                         =  kN
                    
                Calculating... Calculating...
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
                
            
            Moment capacity at N = 0 
            
                
            
                
            
                
        
    
                    Pile section
                
                
                    MRd,pile
                
                
                    =  kNm
                
            
                    Pile joint section
                
                
                    MRd,pilejoint
                
                
                    =  kNm
                
            
                    Pile element
                
                
                    MRd
                
                
                     =  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. The static structural bearing capacity of a selected pile element in selected calculation conditions is calculated. Be aware that important pile analyses, such as driveability and geotechnical bearing capacity, are not taken into account. These must be considered separately.