Abstract
In this paper, it is presented an analytical model based on the “forced method” and Mohr-Maxwell theorem, for strength calculus of three dimensional hiperstatic structures under static loadings. The calculus results are parametric for generalizing the solution. In the end, the theoretical aspects are used for a particular case.
Cuvinte cheie
hiperstatic structures
mechanical strength
mechanical stress
bending moment
torque moment
simplifying hypothesis