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  • 匿名
关注:1 2013-05-23 12:21

求翻译:结构破坏时受拉区新增钢板应力达不到抗拉强度设计值而引进的折减系数是什么意思?

待解决 悬赏分:1 - 离问题结束还有
结构破坏时受拉区新增钢板应力达不到抗拉强度设计值而引进的折减系数
问题补充:

  • 匿名
2013-05-23 12:21:38
Structural damage when the new steel plate by the tensile zone stress reduction factor of up to less than the tensile strength of the design values ​​and the introduction of
  • 匿名
2013-05-23 12:23:18
Structural damage when the drop-down area new steel stress less than Tensile Strength design values and introduce the reduction factor
  • 匿名
2013-05-23 12:24:58
When disarrangement of the structure is pulled the area addition steel plate stress not to be able to achieve the tensile strength design value introduces reduction coefficient
  • 匿名
2013-05-23 12:26:38
Failure tension zone when the new plate does not meet tensile strength design values and the introduction of stress reduction factor
  • 匿名
2013-05-23 12:28:18
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