ID 原文 译文
463 1 For the roofs without access, when the construction or maintenance loads are heavy, actual live loads shall be adopted; the stipulations of the relevant structural design codes shall be adopted, and the characteristic values shall not be less than 0.3 kN/m2 in any case. 1 不上人的屋面，当施工或维修荷载较大时，应按实际情况采用；对不同类型的结构应按有关设计规范的规定采用，但不得低于0.3kN/m2；
464 1 For the room with low installation height, it should use three-color fluorescent tube. 1 灯具安装高度较低的房间宜采用细管直管形三基色荧光灯；
465 1 For the snow masonry building whose height is over 10m and the short edge exceeds 6m, foundation design shall be undertaken. The bearing capacity of the foundation shall be calculated based the strength of non-frozen soil, with consideration given to the frozen expansion of the soil around it, with corresponding anti-frozen expansion measures taken; 1 建筑高度大于10m且落地短边长度大于6m的雪体建筑应进行基础设计，地基承载力应按非冻土强度计算，且应考虑雪体建筑周边土的冻胀因素，采取相应的防冻胀措施;
466 1 For the snow wall whose height is less than 6m, its thickness shall not be less than 800mm. For the snow wall whose height is more than 6m but less than 10m, its thickness shall not be less than 1000mm; the section size of the independent snow column section shall not be less than 1200mm×1200mm; 1 高度不大于6m的雪体墙的厚度不应小于800mm，高度大于6m且小于10m的雪体墙的厚度不应小于1000mm；独立雪体柱截面尺寸不应小于1200mm×1200mm；
467 1 For the station with island platform, 2.5m shall be available for the boarding/alighting area of the platform (side platform). 1 对岛式站台车站，站台乘降区（侧站台）2.5m。
468 1 For the structure bearing static load, the slenderness ratio of the tensile member in vertical plane may be only calculated; 1 对承受静力荷载的结构，可仅计算受拉构件在竖向平面内的长细比；
469 1 For two horizontal construction joints of different elevations, joints shall be set in the form of steps and the height-width ratio shall not be greater than 1.0; 1 标高不同的两个水平施工缝，其高低结合处应留设成台阶形，台阶的高宽比不应大于1.0；
470 1 For two tall buildings all with rectangular plan and similar height, the interference coefficient of 1.00~1.10 may be adopted for along-wind load and 1.00~1.20 for across-wind load based on the location of upstream interfering building. 1 对矩形平面高层建筑，当单个施扰建筑与受扰建筑高度相近时，根据施扰建筑的位置，对顺风向风荷载可在1.00～1.10范围内选取，对横风向风荷载可在1.00～1.20范围内选取；
471 1 For ultimate limit states design, the design value of load effects shall be calculated as: 1 用于承载能力极限状态计算的效应设计值，应按下式进行计算：
472 1 For vertical spatial correlation, the coefficient may be calculated by the following expression: 1 竖直方向的相关系数可按下式计算：