i am new to this forum.
i hope you will help me through this journey.
firstly i would like to thank you for providing us the user friendly caesar software.

i have a query @ caesarII.
can you tell me, how does the caesar actually works, when we input the geometry and boundry conditions?
is it based on the finite element method?
i hope you will answer my queries.

thanks in advance.

Yes CAESAR II is based on the finite element method. Here are additional posts in this forum you may find useful.

* Basic Principals

* Stiffness

* Analysis in CAESAR II

* Horizontal Displacements

These should get you started.