**Single Pile Load Capacity Calculation**

Here the vertical load and the horizontal load acting on the pile has to be determined.
**Calculation of Vertical Load**

The allowable resistance to compression R_{ac} of a single pile is provided by the end bearing, F_{eb} and the skin friction for each strata, F_{sf}. Thus,

**Rac = Feb + Total (Fsf ) ** Eq.1

_{ac , }less the self-weight of the pile, W. Thus

**Nser < Rac -W = Rnet** Eq.2

**Rat = Total (Fsf )+ W ** Eq.3

_{eb}and F

_{sf}.

** Calculation of Horizontal Load**

The two main factors that limit the horizontal capacity of the pile are:
- Maximum deflection on the structure
- Structural Capacity of the pile

**Group Pile Load Capacity Calculation**

In order to support heavy loads, the piles are arranged in groups. The piles are arranged in groups so that the size and the cost of construction of pile cap can be reduced.
Undisturbed Bearing capacity and required driving conditions are obtained by providing minimum Clear Distance between the piles. This distance will be equal to the twice the pile diameter.
The total vertical service load on a group of piles should not exceed the group capacity, which is given by:
Group capacity= group friction capacity + group end bearing capacity
**= 2D(L+K)k1 + BLk2 **Eq.4