The reliable stress solution of a plate type hanging beam can not be got by traditional calculating method because of its irregular form.
由于板型吊梁形状不规则，传统方法不能求出其令人信服的应力值。
The reliable stress solution of a plate type hanging beam can not be got by traditional calculating method because of its irregular form.
由于板型吊梁形状不规则，传统方法不能求出其令人信服的应力值。
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