Консоль из круглого стержня нагружена внецентренной нормальной силой. Determine the maximum vertical deflection of the console using the geometrically linear and second-order analysis.
На консоль из круглого стержня действует внецентренная поперечная сила. Determine the maximum deflection and maximum twist of the console using the geometrically linear analysis.
На консоль из круглого стержня действует внецентренная равномерная нагрузка. Determine the maximum deflection and maximum twist of the console using the geometrically linear analysis.
Консоль загружена поперечной и осевой силой на правом конце и полностью защемлена на левом конце. The problem is described by the following set of parameters. The problem is solved by using the geometrically linear analysis, second-order analysis, and large deformation analysis.
Конструкция из двутаврового профиля полностью закреплена на левом конце и встроена в подвижную опору на правом конце. The structure consists of two segments. The self-weight is neglected in this example. Determine the maximum deflection of the structure, the bending moment on the fixed end, the rotation of segment 2, and the reaction force at point B by means of the geometrically linear analysis and the second-order analysis. The verification example is based on the example introduced by Gensichen and Lumpe.
К тому же, на свободном конце консоли действует момент, Using the geometrically linear analysis and large deformation analysis, and neglecting the beam's self-weight, determine the maximum deflections at the free end. The verification example is based on the example introduced by Gensichen and Lumpe.
Четыре колонны закреплены снизу и соединены жестким блоком наверху. The block is loaded by pressure and modeled by an elastic material with a high modulus of elasticity. The outer columns are modeled by linear elastic material and the inner columns by a stress-strain diagram with decaying dependence. Assuming only the small deformation theory and neglecting the structure's self-weight, determine its maximum deflection.
Рассмотрим соединение труб строительных лесов, подверженное действию осевой силы и момента. Self-weight is not considered. The material of the tube is idealized as perfectly rigid. All geometrical non-linearities are ignored. Determine the angle of deflection.
Стальная балка квадратного сечения с осевой нагрузкой имеет шарнирное закрепление на одном конце и подпружинивание - на другом. Two cases with different spring stiffnesses are considered. The verification example solves the calculation of the load factors of the beam in the image using the linear stability analysis.