ID 原文 译文
5246 2) In item No. 1 (2)~No. 7, the same reduction coefficients of the floor beams shall be adopted; 2)第1(2)～7项应采用与其楼面梁相同的折减系数；
5247 2) In item No. 1 (2)~No. 7, when the tributary area of floor beams is greater than 50m2, 0.9 shall be taken; 2) 第1(2)～7项当楼面梁从属面积超过50m2时，应取0.9；
5248 2) In the calculation of stability according to axial load: 2）按轴心受压计算稳定性时：
5249 2) Integrated subsystem server and workstation software for test use; 2）供测试用的集成子系统服务器、工作站软件；
5250 2) Interlayer misalignment of structural column; 2）构造柱层间错位；
5251 2) Isosceles tri-pile slab (Figure 8.5.18c). 2)等腰三桩承台(图8.5.18c)。
5252 2) It shall be able to realize the manual control as well as the automatic operation optimization control, timing control and energy-saving control of the integrated subsystem when the integrated subsystem may be controlled; 2）当集成子系统可以进行控制时，应实现对集成子系统手动控制及自动的运行优化控制、定时控制和节能控制；
5253 2) It should be less than or equal to 12mm for the sprayed concrete; 2）对喷射混凝土，不宜大于12mm；
5254 2) Local damage influencing the serviceability or durability; 2）影响正常使用或耐久性能的局部损坏；
5255 2) Locations with difference in heights or loading; 2) 高度差异或荷载差异处；