ID 原文 译文
703 1 Not exceed 33℃ where the train compartment is not equipped with air conditioners. 1 当列车车厢不设置空调时，不应高于33℃。
704 1 Not less than 50% of hard ground surfaces on site shall be provided with shading or paved with light color material with a absorption factor 0.3~0.6 of solar radiation; 1 场地中不少于50%的硬质地面有遮荫或铺设太阳辐射吸收率为0.3～0.6的浅色材料；
705 1 Not only the product conformity certificate and delivery testing report shall be inspected but also the main performance of the main materials shall be reinspected. The construction shall be carried out in accordance with the design requirements strictly; 1 保温系统所用的各种材料进场后，除应检验产品合格证和出厂检测报告外，尚应对主要材料的主要性能进行复检，并应严格按设计要求施工；
706 1 Notes 1 and 2 in the Table 5.4.1-1 are also applicable to this table. 1 表5.4.1-1中的注1和注2也适用本表；
707 1 Number of special class and Class A venue bases arranged shall not be less than 2% number of the parking vehicle, and not less than 2 accessible vehicle parking lots shall be arranged; Classes B and C venue bases shall be arranged with not less than 2 accessible vehicle parking lots; 1 特级、甲级场馆基地内应设置不少于停车数量的2%，且不少于2个无障碍机动车停车位，乙级、丙级场馆基地内应设置不少于2个无障碍机动车停车位；
708 1 Number of stairs of escalator bearing load can be obtained by travel height divided by max. visible stair riser height; at test, it is allowable to distribute total braking load over 2/3 of obtained stairs; 1 自动扶梯受载的梯级数量由提升高度除以最大可见梯级踢板高度求得，在试验时允许将总制动载荷分布在所求的2/3的梯级上；
709 1 Obvious serviceability problems have been occur but has not reached the limit of serviceability limit states of the structure or member; 1 已出现明显的适用性问题，但结构或构件尚未达到正常使用极限状态的限值；
710 1 On the relatively uniform ground, when the rigidity of superstructures is fairly good with distributed-evenly loads and the height of the strip foundation beam is not less than 1/6 of the column spacing, the ground reaction may be considered as linearly distributed and the internal forces of the strip foundation beam may be calculated in accordance with continuous beams, as well as, the mid-span bending moment at side span and the bending moment of the first internal support should time the coefficient of 1.2. 1 在比较均匀的地基上，上部结构刚度较好，荷载分布较均匀，且条形基础梁的高度不小于1/6柱距时，地基反力可按直线分布，条形基础梁的内力可按连续梁计算，此时边跨跨中弯矩及第一内支座的弯矩值宜乘以1.2的系数。
711 1 On-line mode. 1 在线模式。
712 1 One-segment variable section for frame beam (Figure A. 0.3-1): 1 刚架梁为一段变截面(图A.0.3-1)：