对各向同性、均布载荷及简支点等间距分布的简化情况计算了圆板的最大挠度。
The maximum deflection is calculated in case of isotropic, uniformly loaded circular plate and equidistant bearing points.
简支点的间距及横向载荷的分布可以是任意的。
The distance between the bearing points and the distribution of the transverse loading are arbitrary.
在特别的使用环境或超常的载荷条件下——比如热水浴场——安装时可能需要更短的间距。
In some particular environment or super - normal loading conditions (eg, bath houses), the interstice should be shorter.
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