ID 原文 译文
5206 2) Area of aluminum core should be not less than 16mm2. 2）铝芯线，不应小于16mm2。
5207 2) Arrangement of waterer, wash basin and dustbin shall be convenient for people riding a wheelchair; 2） 饮水器、洗手台、垃圾箱等小品的设置应方便乘轮椅者使用；
5208 2) As for checking calculation of stiffener stability, its section shall include the web area within of web on each side with effective length hw. 2）当验算加劲肋稳定性时，其截面应包括每侧15tw 宽度范围内的腹板面积，计算长度取hw。
5209 2) As for column members, it should not exceed 50%. 2）柱类构件，不宜超过50%。
5210 2) As for mechanical tension splices in slabs, walls and columns as well as tension splices at connection of members in precast concrete structures, it may increase according to actual conditions; 2）板、墙、柱中受拉机械连接接头，可根据实际情况放宽；装配式混凝土5.4.6结构构件连接处受拉接头，可根据实际情况放宽；
5211 2) At present quality control system of Managing Contractor mode and BT mode can not reach the steady state, but quality control system under design-built mode is stable and can better realize project quality control, so to some extent this mode is worth to be widely used and strong promoted. 2)目前的施工总承包模式和BT模式质量控制系统不可能达到稳定状态，而设计——建造总承包模式下的质量控制系统是稳定的，能够更好的实现工程质量控制，因此这种模式在一定程度上值得广泛运用和大力推广。
5212 2) Average illuminance at the chairman platform area should be 500 lx~800 lx, the average illuminance of general areas should be 500 lx and that at the projection TV screen area should be less than 80 lx. 2）主席台区域的平均照度宜为500lx～800lx，一般区域的平均照度宜为500lx，投影电视屏幕区域的平均照度宜小于80lx。
5213 2) Bearing capacity, deflection and crack width inspections of reinforced concrete members and crack-permitted prestressed concrete members shall be carried out; while bearing capacity, deflection and crack resistance inspections of prestressed concrete members of no cracks shall be carried out. 2）钢筋混凝土构件和允许出现裂缝的预应力混凝土构件应进行承载力、挠度和裂缝宽度检验；不允许出现裂缝的预应力混凝土构件应进行承载力、挠度和抗裂检验。
5214 2) Before installation, the video encoder shall be connected with the front video camera for test; and the video encoder may be installed when the image transmission and data communication are normal; 2）视频编码器安装前应与前端摄像机连接测试，图像传输与数据通信正常后方可安装；
5215 2) Calculation of internal forces and deformation of retaining structure; 2)支护结构的内力和变形计算；