Finding the dependence of the deflection of a flat beam-cantilevered truss on the number of panels in the Maple system

Аннотация

A statically definable truss is uniformly loaded over the nodes of the upper belt. Console parts have one panel each. The coefficients of the formula are obtained by induction on the basis of a number of solutions for trusses with a consistently increasing number of panels. To find the deflection, the Maxwell – Mohr formula is used. All truss rods have the same stiffness. For example, graphs of the obtained non-monotonic dependence are plotted.