This principle is basic to the flexibility and stiffness methods of analysis. This method requires that the material be linear elastic so the principle of superposition can be used. This is a direct stiffness matrix analysis method. The results file has information associated with the analysis and shows the Max and Min shear, moment and deflection values and their locations on the beam. The output screen allows the user to add particular values to the plot and print them out. As one inputs the information the beam is drawn in real-time, this allows the user to visually view the input data. Other configurations are Cantilever left, right side or both sides and it also has a Hinge Option. This program can handle multiple span, and point, uniform, varying uniform and applied moments in the positive and negative direction. An easy to use continuous beam analysis program for the Microsoft Windows platform.
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