Analytical calculation of the deflection of a beam truss with a double lattice

Аннотация

The task is to obtain the analytical dependence of the deflection of a flat statically definable truss on the number of panels. The forces in rods are defined in symbolic form according to a program written in the language of the computer system of computer mathematics Maple. To generalize the solutions to an arbitrary number of panels, the induction method is used. The calculation of the displacement is made according to the Maxwell-More formula.