S.E. Software - pile cap design software

Welcome to S.E. Software!

The S. E. stands for Structural Engineering. We offer software for the structural engineering profession. We are structural engineers ourselves and we strive to make our software easy to use, intuitive, flexible and fully-featured with options to help solve design problems. Inspiration for our software comes from our own experience and we use this same software in our daily practice.

Currently, we offer software for pile cap design and analysis. It is a Windows-based program that was conceived out of the need to quickly analyze as-built pile locations from the field and solve the resulting problems. This pile cap design software will enable you to quickly design pile caps that don't conform to standard tabulated configurations or that are too complex or time-consuming in other software. It will also enable you to take data from the field, quickly modify the model and analyze the in-place group configuration. Cap moments, shears (conventional beam shear at 'd', deep beam shear at the column faces, conventional column punching shear at 'd/2', deep column punching shear at the column perimeter, pile punching and corner shear) and pile reactions are all calculated and presented in an easy-to-follow layout.

There are two versions available, Standard and Professional. Take a look at the descriptions, download the trial for a test drive and view the screenshot movies on the Examples page. We are confident that you will find it indispensable on your next pile-supported project!

AND, just for visiting and taking a look, we would like to give you a FREE rebar development program. Calculates tension and compressive development and splice lengths with all applicable factors. Even calculates compressive splice lengths for two different bar sizes.

No forms to fill out, no email needed, no gathering of information. We don't ask you for a thing. Just click, download and install. Click here. If you like it, be sure to tell us at comments@structuraltools.com. Tell us if you don't like it too. Perhaps include why, just for fun.