ID 原文 译文
2555 11.3.3 The installation of such equipment as server and workstation shall meet the requirements of Article 6.2.1 in this code. 11.3.3 服务器、工作站等设备安装应符合本规范第6.2.1条的规定。
2556 11.3.3 The steel plate surface shall be smooth and the section difference shall transit smoothly without any break angle during bonding. 11.3.3 钢板粘贴时表面应平整，段差过渡应平滑，不得有折角。
2557 11.3.3 When the steel shim plate is adopted as the bearing of the steel column base, it shall meet the following requirements: 11.3.3 钢柱脚采用钢垫板作支承时，应符合下列规定：
2558 11.3.4 Installation of anchors and embedment parts shall meet the following requirements: 11.3.4 锚栓及预埋件安装应符合下列规定：
2559 11.3.4 Software irrelevant with this system shall not be installed and operated in the server and workstation. 11.3.4 服务器和工作站不应安装和运行与本系统无关的软件。
2560 11.3.4 The pressurizing fixation may adopt: clamp pressurization, anchor bolt (or screw rod) pressurization, support pressurization and so on. 11.3.4 加压固定可选用：夹具加压法、锚栓 （或螺杆）加压法、支顶加压法等。
2561 11.3.5 The software debugging and modification shall be conducted on dedicated computer, and shall be subjected to version control. 11.3.5 软件调试和修改工作应在专用计算机上进行，并应进行版本控制。
2562 11.3.5 The steel standard block (Appendix U of this code) shall be bonded at the designated position as specified in Article 11.2.3 of this chapter during bonding of steel plates and shall be pressurized and maintained under the same conditions for the purpose of inspection. 11.3.5 在粘贴钢板施工的同时，应将钢标准块 （本规范附录U）粘贴在本章第11.2.3条指定的位置上，按同条件进行加压和养护，以备检验使用。
2563 11.3.6 Software at the service end of the system should be allocated as automatic operation mode when starting up. 11.3.6 系统的服务端软件宜配置为开机自动运行方式。
2564 11.3.6 The line error between the center position of externally bonded steel plate and the design center line position shall not be greater than 5mm; the negative length error shall not be greater than 10mm. 11.3.6 外粘钢板中心位置与设计中心线位置的线偏差不应大于5mm；长度负偏差不应大于10mm。