ID 原文 译文
3996 2 For schools, canteens, theaters, cinemas, stations, halls, exhibition buildings and stadiums, the horizontal load of 1. 0kN/m2 and vertical load of 1. 2 学校、食堂、剧场、电影院、车站、礼堂、展览馆或体育场，栏杆顶部的水平荷载应取1.0 kN／m，竖向荷载应取1.2kN/m，水平荷载与竖向荷载应分别考虑。
3997 2 For single-track underground sections, where there are no structures or equipments, the distance between the tunnel structure and the equipment gauge shall not be less than 100mm; otherwise the safety clearance shall not be less than 50mm. 2 对单线地下区间，当无构筑物或设备时，隧道结构与设备限界之间的距离不应小于100mm；当有构筑物或设备时，设备限界与构筑物或设备之间的安全间隙不应小于50mm。
3998 2 For spaces where partition may be made, luminaires should be grouped by each place that is likely to be separated; 2 在有可能分隔的场所，宜按每个有可能分隔的场所分组；
3999 2 For steel strand embossing anchorage, the dimension of pear-shaped head and the length of linear anchoring section shall not be less than the design value; 2 钢绞线压花锚具的梨形头尺寸和直线锚固段长度不应小于设计值；
4000 2 For strengthening glass fiber of the bearing structure, high-strength S-glass fiber or E-glass fiber with the alkali oxide content less than 0.8% shall be selected and high-alkali A-glass fiber or medium-alkali C-glass fiber is strictly forbidden to be used. 2 承重结构加固用的玻璃纤维，应选用高强度的S玻璃纤维或碱金属氧化物含量低于0.8%的E玻璃纤维，严禁使用高碱的A玻璃纤维或中碱的C玻璃纤维。
4001 2 For strip foundation and rectangular foundation, pz value in Formula (5.2.7-1) may be simplified according to the following formulae: 2 对条形基础和矩形基础，式(5.2.7-1)中的pz值可按下列公式简化计算：
4002 2 For such members as gabled frame, crane beam and welded purlin and girt, Q235B or Q345A steel or above may be adopted. 2 门式刚架、吊车梁和焊接的檩条、墙梁等构件宜采用Q235B或Q345A及以上等级的钢材。
4003 2 For tall buildings and structures with circle section, the equivalent wind load for across-wind vibrations induced by trans-critical strong wind resonance (vortex shedding) may be determined in accordance with Appendix H. 1 of this code; 2 对于圆形截面高层建筑及构筑物，其由跨临界强风共振(旋涡脱落)引起的横风向风振等效风荷载wLk可按本规范附录H.1确定；
4004 2 For tall buildings with rectangular plan, the equivalent wind load for torsional vibrations may be determined in accordance with Appendix H. 3 of this code; 2 对于质量和刚度较对称的矩形截面高层建筑，其扭转风振等效风荷载wTk可按本规范附录H.3确定。
4005 2 For televised events with arrangement on both side of the field, the position of floodlights shall meet the requirements of Figure 6.2.9-3, and the aiming angle of floodlights shall not be greater than 65°. 2 有电视转播宜采用场地两侧布置方式，灯具位置应满足图6.2.9-3的要求，灯具瞄准角不应大于65°。