ID 原文 译文
1803 1) Volume control function; 1）音量控制功能；
1804 1) When a constant power supply is used, power distribution equipment and power supply lines shall be fixed facilities. Power supply lines shall be buried directly underground; protective measures shall be taken where such lines run through roads or heavy-duty vehicles passes; 1）采用固定供电时，配电设备和供电线路应为固定设施，供电线路应采取直埋方式；线路穿过道路和有重型车辆通过的地方，应采取保护措施；
1805 1) When the effect of permanent load is unfavourable to structure, the partial safety factor shall be 1.2 if the combination is dominated by the variable load effects, and the partial safety factor shall be 1.35 if the combination is dominated by the permanent load effects; 1) 当永久荷载效应对结构不利时，对由可变荷载效应控制的组合应取1.2，对由永久荷载效应控制的组合应取1.35；
1806 1) When the ratio of dominant opening is within 0.02~0.10, take 0.4μsl; 1)当开洞率大于0.02且小于或等于0.10时，取0.4μsl；
1807 1) When the side lighting arrangement with lighting poles, the column should be located a minimum of 10° either side of the goal line, and minimum of 4m distance to touch-line of field. The height of column should be selected so that the angle subtended between the pitch surface at its longitudinal center line and the lowest floodlight should be no less than 25° (See Figure 6.2.2-1); 1）采用场地两侧灯杆布置方式时，灯具不宜布置在球门中心点沿底线两侧10°的范围内，灯杆底部与场地边线之间的距离不应小于4m，灯具高度宜满足灯具到场地中心线的垂直连线与场地平面之间的夹角不小于25°（图6.2.2-1）；
1808 1) When the side-lighting arrangement, the floodlights shall be placed out of a zone of 15° either of the goal-line, and a minimum of 20° outside of touch-line of penalty area (See Figure 6.2.2-4 and Figure 6.2.2-5). 1）采用场地两侧布置方式时，灯具不应布置在球门中心点沿底线两侧15°以及大禁区两端外侧20°范围内（图6.2.2-4、图6.2.2-5）；
1809 1) When the wall material is concrete, adopt a 1=b1; 1) 当墙体材料为混凝土时，取 a1=b1；
1810 1) When using the post-buckling strength, the beam web's interior stiffeners shall bear the pressure not only generated by concentrated load and flange turning but also generated by tension field, the latter one shall be calculated according to the following formulas: 1）梁腹板利用屈曲后强度时,其中间加劲肋除承受集中荷载和翼缘转折产生的压力外,尚应承受拉力场产生的压力。该压力应按下列公式计算:
1811 1) Where the original design document is valid and the structure is free from the doubt of serious performance degradation, the original design value may be adopted; 1）当原设计文件有效，且不怀疑结构有严重的性能退化时，可采用原设计值；
1812 1) Where width of the crack is within 2mm, the distance between grout nipples may be between 200mm and 250mm, where the width is between 2mm and 5mm, the distance may be 350mm; and where the width is greater than 5mm, the distance may be 450mm, and moreover, and the grout nipple shall be arranged at crack end and relatively big crack. 1）当裂缝宽度在2mm以内时，灌浆嘴间距可取200mm～250mm；当裂缝宽度在2mm～5mm时，可取350mm；当裂缝宽度大于5mm时，可取450mm，且应设在裂缝端部和裂缝较大处。