Pier calculations

Pile moment capacity

Calculation of pile moment

Type of pile

Type of pile	Comments
Bored cast in-situ	Stiffness is different

Depth of fixity (for Seismic case)

$L_1 =$ Height above ground level of lateral Forces

$T = ( E * I/h_h)^{1/5}$

Maximum moment in pile

Fixed end moment in pile is given by, $M_F = Q * (L_1 + L_F) / 2$

(For fixed head piles, refer to IS 2911 (part 1/Sec 2-2010) Cl. C.4.3 of Appendix C)

Actual maximum moment in pile is given by, $M = m * M_F$

From IS: 2911 (Part 1/ Sec 2-2010), from fig. 5b of Append. C, corresponding to $L_1 / T$ .

Maximum moment in pile, $m = 12.29 * Q$

Pile moments are calculated in this fashion in this book.