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  • 匿名
关注:1 2013-05-23 12:21

求翻译:抗震等级为一、二、三级的框架和斜撑构件(含梯段),其纵向受力钢筋采用普通钢筋时,钢筋的抗拉强度实测值与屈服强度实测值的比值不应小于1.25;钢筋的屈服强度实测值与屈服强度标准值的比值不应大于1.3,且钢筋在最大拉力下的总伸长率实测值不应小于9%。钢筋的强度标准值应具有不小于95%的保证率。是什么意思?

待解决 悬赏分:1 - 离问题结束还有
抗震等级为一、二、三级的框架和斜撑构件(含梯段),其纵向受力钢筋采用普通钢筋时,钢筋的抗拉强度实测值与屈服强度实测值的比值不应小于1.25;钢筋的屈服强度实测值与屈服强度标准值的比值不应大于1.3,且钢筋在最大拉力下的总伸长率实测值不应小于9%。钢筋的强度标准值应具有不小于95%的保证率。
问题补充:

  • 匿名
2013-05-23 12:21:38
Seismic rating of one, two, three framework and bracing components (including bench), the longitudinal reinforced with ordinary steel, reinforced the tensile strength of the measured value and the ratio of the yield strength of the measured value of not less than 1.25 ; reinforced the yield strength
  • 匿名
2013-05-23 12:23:18
earthquake-resistant rating of 1, 2, 3-level framework and the propped-staircase components ( ), and its longitudinal steel with ordinary steel, tensile strength of steel with real-time measurements yield strength of the measured value should not be less than 1.25 ratio, steel and real-time detectio
  • 匿名
2013-05-23 12:24:58
The earthquake resistance rank is one, two, three levels of frames and braces the component (including carriage), when its longitudinal working reinforcement uses the ordinary steel bar, the steel bar tensile strength actual value and the yield strength actual value ratio should not be smaller than
  • 匿名
2013-05-23 12:26:38
Seismic grade for a, and III of framework and oblique pole widget (containing ladder paragraph), its vertical by force reinforced used General reinforced Shi, reinforced of tensile strength measured value and yield strength measured value of ratio does not should is less than 1.25; reinforced of yie
  • 匿名
2013-05-23 12:28:18
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