ID 原文 译文
5176 2 Width of outdoor path should not be less than 1.50m; 2 室外通道不宜小于1.50m；
5177 2 Width-to-thickness ratio of compressive plate in the member shall not be greater than the width-to-thickness ratio limit specified in the current national standard GB 50018 Technical Code of Cold-formed Thin-wall Steel Structures; in the compression plate in the main rigid frame member, For compressional flange plate of the member with I-shape section, ratio of the free extended length b to its thickness t shall not be greater than; depth-to-thickness ratio of web plate used in welded I-shaped section of beam and column in main frame, hw to tw, shall not be greater than 250. 2 构件中受压板件的宽厚比,不应大于现行国家标准《冷弯薄壁型钢结构技术规范》GB 50018规定的宽厚比限值；主刚架构件受压板件中，工字形截面构件受压翼缘板自由外伸宽度b与其厚度t之比，不应大于；工字形截面梁、柱构件腹板的计算高度hw与其厚度tw之比，不应大于250。
5178 2 Wiring shall be free from any intermediate joint, damage and aging. 2 配线不得有中间接头，并无损伤、老化现象。
5179 2 Wiring shall meet the requirements in Para. 4.10.4, 4.10.5 and 4.10.6. 2 配线应符合本规范第4.10.4、4.10.5、4.10.6条的规定。
5180 2 Wiring wires inside the electronic cases shall be bound tidily and the components and parts shall be installed completely and firmly. 2 电子箱内配线应绑扎整齐，元器件安装应齐全、牢固。
5181 2 Wiring wires inside the receiver cases shall be bound tidily; the lead-out wires shall be laid straight and connected firmly. 2 接收器箱内配线应绑扎整齐；引出线应敷设平直，并连接牢固。
5182 2 Within the range of three purlin spacings on both sides of the cornice or interior column, the roof beam at each purlin shall be arranged with double-side diagonal brace; cornice wall purlin of side column shall be arranged with diagonal brace on both sides; 2 在檐口或中柱的两侧三个檩距范围内，每道檩条处屋面梁均应布置双侧隅撑；边柱的檐口墙檩处均应双侧设置隅撑；
5183 2 Within the same connection segment, the connection area percentage of longitudinal tensile rebar shall meet the design requirements; where there are not specific design requirements, the following requirements shall be met: 2 同一连接区段内，纵向受拉钢筋的接头面积百分率应符合设计要求；当设计无具体要求时，应符合下列规定：
5184 2 Within the same connection segment, the joint area percentage of longitudinal stressed rebars is the ratio of the sectional area of the longitudinal stressed rebar with joint midpoint located in this connection segment and the complete sectional area of the longitudinal stressed rebar. 2 同一连接区段内纵向受力钢筋接头面积百分率为接头中点位于该连接区段内的纵向受力钢筋截面面积与全部纵向受力钢筋截面面积的比值。
5185 2 Within the same connection segment, the joint area percentage of longitudinal stressed rebars is the ratio of the sectional area of the longitudinal stressed rebar with joint midpoint located in this connection segment length and the complete sectional area of the longitudinal stressed rebar. 2 同一连接区段内纵向受力钢筋接头面积百分率为接头中点位于该连接区段长度内的纵向受力钢筋截面面积与全部纵向受力钢筋截面面积的比值。