Wykrywanie mocy akumulacji statycznej

Te static formula is a methn methode used to determinate thee load- carrying capacity of a pile. It involves calculating thee sum of thee skin friction along thee pe pile shaft and thee end bearing capacity at thee pile tip. This process helps ensures ensure thee pile ccan support the intended load safely and efficiently.

Uzgodnienie to Static Forteca

Te formuły static is expressed as:

Xi1; Xi1; FLT: 0 XI3; XI3; QI1; XI1; FLT: 1 XI3; XI3; XI1; FLT: 2 XI3; XI3; XI1; FLT: 3 XI3; XI3; XI3; XI1; FLT: 4 XI3; XI3; + Q XI1; XI1; FLT: 5 XI3; XI3; FLT: 3; end XI1; X1; FLT: 6 XI3; XI3; XI1; FLT: 7 XI3; XI3; X3; FLT;

Kiedy:

Xi1; Xi1; FLT: 0 Xi3; Xi3; Q Xi1; Xi1; FLT: 1 Xi3; Xi3; Xi3; Xi1; Xi1; Xi1; FLT: Xi3; Xi3; Xi3; Xi3;: Skin friction along te pile shaft
Xi1; Xi1; FLT: 0 Xi3; Xi3; Q Xi1; Xi1; FLT: 1 Xi3; Xi3; end Xi1; Xi1; FLT: 2 Xi3; Xi1; FLT: 3 XI3; Xi3; Xi3;: End bearing capacity at te te pile tip

Kalkulator Skin Friction (Q Xi1; Xi1; FLT: 0 Xi3; Xi3; Xi1; Xi1; Xi1; FLT: 1 Xi3; Xi3;)

Skin friction is calculated by multipliing thee unit skin friction (f preci1; precidi1; FLT: 0 precidi3; 3s precidi1; precidil; FLT: 1 precidil 3;) by thee surface area of te pe pile shaft in contact with the soil.

Thee formula is:

Xi1; Xi1; FLT: 0 XI3; XI3; QI1; XI1; FLT: 1 XI3; XI3; XI1; XI1; FLT: 2 XI3; XI3; FLT: 3 XI3; XI3; XI3; XI1; FLT: 4 XI3; XI3; × A XI1; XI1; FLT: 5 XI3; XI3; XI1; FLT: 6 XI3; X3; XI1; FLT: 7 XI3; XI3; XI3; FLT:

Kiedy:

(1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (2); (2); (3); (1); (1); (1); (1); (1); (1); (1); (2); (2); (2); (1); (1); (1); (3); (3); (3); (3); (3); (3): (1); (1): (1); (1) (2); (2) (2); (2) (2) (2) (2) (2) (2) (3) (3) (3) (3) (3) (3) (3) (3) (4) (4) (4) (4) (4) (4) (4) (4) (4) (4) (4) (4) (4) (4) (4) (4) (4) (
(1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (2); (3); (1); (1); (1); (1); (1); (1); (1); (2); (1); (2); (1); (1); (1); (5); (3); (3); (2); (2); (3)

Calculating End Bearing Capacity (Q Xi1; Xi1; FLT: 0 Xi3; Xi3; Xi1; FLT: 1 Xi3; Xi3;)

Te end bearing capacity is determinate by multipliing thee end bearing capacity of thee soil (q bear1; indi1; FLT: 0 bear3; individu3; individu1; FLT: 1 bear3; individu3;) by thee cross- sectional area of thee pile tip.

Thee formula is:

Xi1; Xi1; FLT: 0 XI3; XI3; QI1; XI1; FLT: 1 XI3; XI3; FLT: 2 XI3; XI3; = q XI1; XI1; FLT: 3 XI3; XI3; p XI1; FLT: 4 XI3; XI3; × A XI1; XI1; FLT: 5 XI3; XI3; XI1; FLT: 6 XI3; X3; XI1; FLT: 7 XI3; XIX3; FLT: 7 XIXI3; FLT:

Kiedy:

(1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (2); (2); (3); (1); (3); (3); (3); (3); (3); (3); (3); (3); (3); (3); (3): End bearing capacity of te soil (kPa or Mpa)
(1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (2); (3); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1); (1)

Final Calculation

After calculating both confidents, sum them to find the ultimate pile capacity:

Thi value indicates the maximum load the pile can support based on static analysis.