EVALUATION OF ELASTIC CANTILEVER PLATE AFFECTED BY ALONG DISTRIBUTED LOAD WITHIN THE FRAMEWORK OF THREE-DIMENSIONAL THEORY

The problem solutions on removal of rectangular elastic cantilever plate (rigidly fixed along one of its long sides) of uniform thickness and width, affected by transversal load distributed according to parabolic law along the line parallel to stopping up line are got. It is proved that bidiminsional analytical method reflects the influence of loading type and various parameters of cantilever plate correctly (if not influenced by tip effects and loss in stability of nonperfect plate construction of finite length).