• Lipped channel and Z section with compression flange not fully effective, have no more any symmetry, so that their stress analysis become quite complicated.

    全部有效的卷边槽钢Z形钢毫无对称性使应力分析计算十分复杂

    youdao

  • Lipped channel and Z section with compression flange not fully effective, have no more any symmetry, so that their stress analysis become quite complicated.

    全部有效的卷边槽钢Z形钢毫无对称性使应力分析计算十分复杂

    youdao

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