Centrum Pile Calculator Norway

Centrum pile dimension, b	235mm
Centrum pile type	Type 4
Centrum pile joint type	CPG-K2
Centrum rock point	CP-RP 235L-25-50
Nominal cover, c / production tolerance	25 / 10 mm
Concrete recipe	M1: Standard Viridis w/c max 0,45
Design lifetime	50 years
Exposure classes of pile element	XC1, XA1, XF1

Influence of pile installation and reduction factors
Factor for compression capacity, f_a =	0,75
Factor for tension capacity, f_a =	1,00
Factor for moment capacity, f_a =	0,90

Eccentricity on rock point	Ø_tip/10
Factor for capacity of rock point, f_a =	1,00

Ultimate limit state, ULS
Calculate M_Rd at normal force, N =	0 kN

Serviceability limit state, SLS
Factor for cover outside min. requirement, k_c	1,30
Permitted crack width, w_max 0,3·k_c =	0,39
Calculate M_Rd at normal force, N =	0 kN

Ultimate Limit State, ULS
Compression, N-
Tension, N+	-0
N-M combination

Serviceability Limit State, SLS
Compression, N-
Tension, N+
N-M combination

Calculation results ULS

Compression resistance

Pile section

N_c,Rd,pile

= kN

Pile joint section

N_{c,Rd,pilejoint}

= kN

Rock point*

N_{c,Rd,rockpoint}

= kN

Pile element

N_c,Rd

= kN

RockPointWarning

Tension resistance

Pile section

N_t,Rd,pile

= kN

Pile joint section

N_{t,Rd,pilejoint}

= kN

Pile element

N_t,Rd

= kN

Moment capacity at N = 0

Pile section

M_Rd,pile

= kNm

Pile joint section

M_Rd,pilejoint

= kNm

Pile element

M_Rd

= kNm

Installed capacities of pile element

X_i

= X_Rd · f_a

Compression, pile and pile joint, f_a = 0

N_c,i

= kN

Compression, rock point, f_a = 0

N_c,RP,i

= kN

Tension, f_a = 0

N_t,i

= kN

Moment at N = 0, f_a = 0

M_i

= kNm

Calculation results SLS

Compression resistance

Pile section

N_c,Rd,pile

= kN

Pile joint section

N_{c,Rd,pilejoint}

= kN

Rock point*

N_{c,Rd,rockpoint}

= kN

Pile element

N_c,Rd

= kN

RockPointWarning

Tension resistance

Pile section

N_t,Rd,pile

= kN

Pile joint section

N_{t,Rd,pilejoint}

= kN

Pile element

N_t,Rd

= kN

Moment capacity at N = 0

Pile section

M_Rd,pile

= kNm

Pile joint section

M_Rd,pilejoint

= kNm

Pile element

M_Rd

= kNm

Installed capacities of pile element

X_i

= X_Rd · f_a

Compression, pile and pile joint, f_a = 0

N_c,i

= kN

Compression, rock point, f_a = 0

N_c,RP,i

= kN

Tension, f_a = 0

N_t,i

= kN

Moment at N = 0, f_a = 0

M_i

= kNm

Eccentricity on rock point

Ø_tip/10

Ø_tip/4

Permitted crack width, w_max [mm]

0,3 · kc

0,4 (X0 only)

None (X0 only)

Dimension and type

Centrum pile dimension, b [mm]

200

235

270

300

350

400

Please select a pile width

Centrum rock point

50 mm tip

60 mm tip

Centrum pile type

Example invalid feedback text

Centrum pile joint type

No pile joints

Link to drawings

The following pile elements are held in stock (other piles upon request):

235 mm, Type 6, CPG-K2, CP-RP 235-25, 25 mm concrete cover, M1 Standard recipe
270 mm, Type 8, CPG-K4, CP-RP 270-25-60, 25 mm concrete cover, M1 Standard recipe

Nominal concrete cover, c [mm]

Concrete cover production tolerance, Δc_dev [mm]

5 (extended checking)

10 (standard)

Concrete recipe

M1: Standard Viridis w/c max 0,45

M2: Viridis w/c max 0,40

I1: Infra w/c max 0,45

I2: Infra w/c max 0,40

Exposure class related to freeze/thaw attack

XF1

XF4

Design lifetime

50 years

100 years

Exposure classes of pile element

* = standard concrete recipes does not comply with requirement of silica/fly ash/slag contents from item d in table NA.12 in NS-EN 206.

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Centrum pile element

Calculation conditions

Load Cases

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Calculation results ULS

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Calculation results SLS

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