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.
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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.