THEORETICAL ASPECTS REGARDING THE LOADING OF THE ANNULAR PLATES, SIMPLY LEANED ON THE BOTH OUTLINES, UNDER THE ACTION OF SOME BENDING MOMENTS UNIFORMLY DISTRIBUTED

The paper, taking into discussing the loading of the plates due to the presence of some bending moments uniformly distributed on the simply leaned outlines, compare two types of analysis. The appropriate expressions of the vertical displacement and the rotating of the plate, respectively of the radial and annular stresses are shown, for each study case.