The platform is free of a sheer plate assembly in order to minimize weight of the platform.
为了使得平台的重量最小化，平台无剪切板组件。
Using the equation of parabola, we obtain for the sheer stresses at any point in the plate.
应用抛物线方程，即可得到板内任意点的剪应力。
Using the example of the thin steel-plate sheer wall, the analysis data of RC member is get. the data is consistent with the test results.
结合薄钢板剪力墙实例进行分析，计算结果与实验结果相符。
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