该类型的悬臂梁截面为矩形,在端部有一个质量块。 Furthermore, it is loaded by an axial force. Calculate the natural frequency of the structure. Neglect the self‑weight of the cantilever and consider the influence of the axial force for the stiffness modification.
收敛于矩形截面的悬臂梁,采用弹性 Pasternak 地基支座,并施加均布荷载。 The image shows the calculation of the maximum deflection and maximum bending moment.
假设在脚手架底部设置了一个刚性圆筒,该圆筒由一个弯矩和一个力来定义。 Calculate the maximum deflection with consideration of initial slippage.
假设在脚手架底部设置了一个刚性圆筒,该圆筒由一个弯矩和一个力来定义。 Calculate the maximum radial deflection by exceeding the capacity of the scaffolding support.
通过周期函数对悬臂梁(SDOF 体系)进行时程分析。 Vertical deformations and accelerations calculated with direct integration and modal analysis in RF‑/DYNAM Pro - Forced Vibrations are compared with the analytical solution.
对该截面为方形的竖向悬臂梁施加拉力, The cantilever consists of an isotropic material. Calculate the deflection.
定义悬臂梁为工字形,截面长度为 L。 The beam has five mass points with masses m acting in the X-direction. The self-weight is neglected. The frequencies, mode shapes, and equivalent loads of this 5-DOF system are analytically calculated and compared with the results from RSTAB and RFEM.
一个矩形截面的悬臂梁,采用弹性 Winkler 基础,并施加均布荷载。 The image shows the calculation of the maximum deflection and maximum bending moment.
在一根方形截面的钢梁上施加轴力和均布荷载。 The image shows the calculation of the maximum bending deflection and critical load factor according to the second-order analysis.
对该钢梁施加铰接,并在另一端进行弹簧支承。 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.
在悬臂梁中,其纤维不沿梁轴线方向延伸,截面为方形,受拉。 Calculate the maximum deflection.