Question

急求土木工程专业英语翻译，不要在线译的哦……谢谢

To illustrate with reference to the beam just described,if the short-team peak load had been applied early in the life of the member before time-depended deformations ocuured,the sustained-load deflection Ssus of step 3 should be caculated using Ie based on the total load-moment diagram(sustained plus peak load) because the cracking which would result from that load would permanently reduce the stiffness of the member.

Answer 1

要说明关于被描述的射线，如果短队最大负荷及早在成员的生活中被应用了，在ocuured的时间依靠的变形，第3的承受装载偏折Ssus步应该caculated使用根据总装载片刻图的Ie (被承受加上最大负荷)之前，因为将起因于那装载的裂化将永久地减少成员的僵硬

Answer 2

为了更好的阐述刚刚提到的梁，假设瞬间峰值载荷在成分所要求的变形发生前过早的被加载到上面，那么平均载荷。。。

Answer 3

说明参考了梁,如果short-team负荷高峰已经应用在年轻的时候time-depended成员的ocuured之前,sustained-load挠度变形的Ssus第3步应该caculated使用Ie基于总load-moment图(持续加负荷高峰),因为这将会引起开裂,永久负载的刚度降低成员。