ID 原文 译文
63 --The coefficient of average additional stress influence within the range from the foundation base calculation point to the ith layer soil bottom and to the i-1th layer soil bottom respectively, may be adopted according to Appendix K of this Code. --基础底面计算点至第i层土、第i-1层土底面范围内平均附加应力系数，可按本规范附录K采用。
64 --bending moment borne by flanges when bearing the pressure N concurrently (N? ——兼承压力N时两翼缘所能承受的弯矩（N?
65 --bending moment resisted by flanges when bearing the pressure N concurrently; ——兼承压力N时两翼缘所能承受的弯矩；
66 --design value of strength of fillet weld; ——角焊缝强度设计值；
67 --normalized slenderness ratio; ——通用长细比；
68 --the actual measured mid-span deflection of member under imposed test load, mm; --外加试验荷载作用下构件跨中的挠度实测值，mm；
69 --the actual measured mid-span displacement of member under imposed test load, mm; --外加试验荷载作用下构件跨中的位移实测值，mm；
70 --the actual measured settlement of left/right end supports of member under imposed test load, mm; --外加试验荷载作用下构件左、右端支座沉陷的实测值，mm；
71 --the mid-span deflection generated by the deadweight of member and weight of load rig, mm; --构件自重及加荷设备重产生的跨中挠度值，mm；
72 -15~+15mm for traveling height; 0~+15mm for span. 提升高度-15～＋15mm；跨度0～＋15mm。