Statický výpočet zvedací plošiny

Abstract

This thesis deals with the force effects acting in the joints spatial scissor lift mechanism. The first calculation will be performed classical engineering way it is analytically. Furthermore, the values are calculated using the numerical finite element method. The results of analytical and numerical solutions are then compared and evaluated. In both cases, the calculations are performed for one sectional scissor lift platform. Engineering method is also solved three sectional scissor lift.