4 结果
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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.
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.