Two-parameter derivation of the formula for deflection of the console truss

Аннотация

A planar statically determinate triangular trussed lattice has a cantilever part. The truss is loaded over the entire upper belt with a uniform vertical load. The dependence of the deflection of the truss console on the number of panels in the span and in the console is derived by induction using the operators of the computer mathematic system Maple. To calculate the deflection, the Maxwell-Mohr formula is used.