To static formula is a common metoda used to o determinate the load-carrying capacity of a pile. It impleves calculating tham sum of thee skin friction along thee pile shaft and thee end bearing capacity at thate pile tip. This process helps condiers ensure thale can support the intended dead dead safely and accently.

Understanding thee Static Portuga

Te static formula is expressed as:

FLT: 2 GR1; FLT: 0 GR1; FL1; FL1; FLT: 1 GR1; FL3; FL1; FL1; FLT: 2 GR1; FL3; FL1; FL1; FLT3; FL1; skin GR1; FL1; FLT: 4 GR1; + Q GR1; FL1; FLT: 5 GR3; FL3; FL1; FL1; FLT: 6 G1; FL1; FL1; FL1; FLT: 7 G3; FL3;

Where:

  • CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE3; CLANE3; CLANE3; CLANE3; CLANE3O1; CLANE3O1; CLANE3O1; CCANE1; CLANE1; CLAN1; CLANE1; CLANE1; CLANEKTI1; CLANE3O1; CLANTI1; CLAND; CLAND; CLANEx3; CLANEx3; CLANEx3; CLA@@
  • CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CCANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE3; CLANE3; CLANE3; CTI3; CATIVI3; CLANE3; CLANE1; CLAU1; CLANE1; CLAUBLAUBLAND: 3; CLANE3CLANIVI3; CLANE3; CLAND BeLIVI3; CLAND Bear:

Clucating Skin Friction (Q 'I1; CL1; CL11; CL13; CL3; CL1; CL11; CL11; CL13; CL3;)

Skin friction is calculated by multiplying thee unit skin friction (f curren1; curren1; FLT: 0 current 3; s current 1; curren1; curren1; Cranden1; Cranden3;) by the surface area of the pile shaft in contact with the soil.

Te formula is:

FLT: 2 GL1; FLT: 0 GL3; FL1; FL1; FLT: 1 GL1; GL1; FL1; FLT: 2 GL3; FL1; FL1; FL1; FLT1; FLT3; FL1; FLT1; FLT1; FLT3; × A GL1; FLT1; FLT1; FLT3; FLT3; FLL1; FT1; FLT1; FLT1; FLT3; FL1; FL1; FLT1; FLT3; F3; F3; FL1; FL1; FLT3;

Where:

  • CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE3; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE3; CLANE3; CLANE3; CLANE3; CLANE3N (kPPPa or Mpa)
  • (v milionech EUR)

Calculating End Bearing Capacity (Q 'I1; FLT: 0' I3; 'I3;' I3; 'II1;' II1; 'FLT: 1' I3; 'II3;)

Te end bearing capacity is determinad by multiplying the end bearing capacity of the soil (q 'I1; FLT: 0' I3; FLT 3; p 'I1; FLT: 1' I3;) by the cross-sectional area of the pile tip.

Te formula is:

CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE3; CLANE3; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE3; CLANE1; CLANE3; CLANE3; CLANE3; CEUTIVIV.3; CLANE3;

Where:

  • CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE3; CLANE3; CLANE1; CLANE1; CLANE3; CCANE3; CLANE3CLANE3; CLANE3CLANE3CLANE. EnLANTIFLAND (kPLANE1OF)
  • CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE1; CLANE3; CLANE3; CLANE3; CLANE3; CLANE3; CLANE3; CLANE3; CLANE3; CLANE3; CLANE3; CLANE3; CLANE3; CLANE3; CLANE3;)

Final Calculation

After calculating both compatients, sum them to o find thee ultimate pile capacity:

FLT: 2 GR1; FLT: 0 GR1; FL1; FL1; FLT: 1 GR1; FL3; FL1; FL1; FLT: 2 GR1; FL3; FL1; FL1; FLT3; FL1; skin GR1; FL1; FLT: 4 GR1; + Q GR1; FL1; FLT: 5 GR3; FL3; FL1; FL1; FLT: 6 G1; FL1; FL1; FL1; FLT: 7 G3; FL3;

This value indicates thee maximum cheadd thee pile can support based on static analysis.