Pile Group Reaction Calculator

Rectangular pile group under axial load and biaxial bending

Input and Results

Rows along the vertical y-axis

Columns along the horizontal x-axis

Compression may be entered as a negative value.

Total piles, N –
Group Ixx / Iyy (m²) –
Maximum reaction –
Minimum reaction –
Reaction equation
Ri = P/N + (Mx/Ixx)yi − (My/Iyy)xi

Pile Layout Plan

Intermediate reaction Maximum reaction Minimum reaction