This paper describes the effect of ingot cross section on thick plate yield.

简述了钢锭断面形状对厚板成材率的作用。

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Finally, it discusses the calculation methods of yield curvature and biaxial bending bearing capacity of the L-shaped cross-section steel reinforced concrete column.

最后对钢骨混凝土L形截面柱的屈服曲率及双向偏心受压正截面承载力计算方法进行了讨论。

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The largest value being that of the ultimate strength. Not every area of the cross-section will have exceeded the yield strength.

在最大程度上利用了材料的强度并不是截面的每一处都已经超出了屈服强度。

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