How it Works !
This is a direct stiffness matrix analysis method. This method requires that the material be linear elastic so the principle of superposition can be used. This principle is basic to the flexibility and stiffness methods of analysis. From this analysis I then derive the shear, moment and deflection data for each member.
Please go to the Demo page, except for a Fixed beam length it's a fully functioning Program.
Copyright Beam Pro.
Last revised: Mar 21, 2010.