THIS ISN'T A PROGRAM TO DOWNLOAD! IT'S A FREE WEB BASED PROGRAM

Features of the program:

1) The singly reinforcement (no compressive rebar) pile cap design is based on ultimate limit state to BS8110: Part 1: 1985, and Part 1:1997 (with more conservative partial material factor of safety for steel of 1.15 instead of 1.05).

2) The pile load analysis is using elastic method assuming rigid pile cap. All pile loads are service axial compressive load only. ( The piles do not take moment).

3) It is to design reinforced concrete pile cap (in rectangular shape with main bar and secondary bar direction perpendicular to each other) and determine each pile load for a designed pile group, which is arranged either in symmetrical and unsymmetrical for either/both axis, with an axial compressive column load with or without bending moment. The Pilecap thickness is chosen to avoid shear reinforcemen