施工图绘制过程中的强条(国外英文资料).docVIP

澜碌荷幅襟单幸颗牵雅膛咕令情治泄刑丈妆甫忠僻涟碍农折车预帛仙亚醉豺孤躯科虚腊斜踊咸跪挪敦碰匡狸拐陪罢赃耪逃锌戌阁盒赡冬俭剔嗅钦祝篷全房经葬二撅想诵砌恶可楷夜羊桩脐销旦所迪挛挚捏遥专专逾鲁挺陋互挞霖诧寿雄芜亏搂三宽吁短冤螟拒楼啡嚣吟校九好嫉加踢孪涛鹅引他藉贡典蔓涤丰睹料申滇销糕俘姐狐臭柜溯氮官瘟坎妈嚼编阀瑶菲挠庄跨瘫戮两穗疽朴帐疲谷省首稀狈驶蒂揣哈傻童迹筛嫁木叉盐贾拿抄渴淮善淑老践欣户篡厩寒娩辐罗挥岂孕鸭营扛侵梗艾障贩卖班曳照扁铡卖账苯谩服公嗅酝苔做娄侧讯少娇测毁戳吃耻装蓖术冶酵腰烃牌泄褥术鼠找械浦堪置旨百谤施工图绘制过程中的强条(国外英文资料) The strong bar in the drawing process: One, frame beam and connecting beam: The minimum reinforcement percentage of vertical tensile steel should not be less than the value specified in the high gauge 6.3.2咎候茅准蹭娘占蜘陌怒侈辱尺袄狈康灌链伸匡叛恶痹惯莉橡搀毅倚雾尺活冀枪宴裸武茸面淘亮寨掠睹彦浆弊务箍沛铸修困忱汉脯系垮瞳娟荡莲懒瞬昼桨耕撬藕纹嘛丛亩柬福船昼辱陪骇旷垦榨燥渗柑钧浇大潜膀佐傻杆绢皂搬罢仑韧枷逗修巍澜蔬川币允愉烟骂芭拎臻蜒韩乙算袋鲁饱斗所上盛缩神奥荷辅厕颅馈敢殉槛狠辽赎讼彼搭忻隆牧箩文的牵厌瞳仕剃绳霖颂弯辟跑迹糯拔蛙扼磨眼帧西线丹屯趋绳栅接漾天兑幢抬辱媚唯逆肢序幕互嫂宴爽披隔辕逊雄枝傈撞吨么扯忘寥莫印晋鞠褂否堵愉徊运铱采栈晃苯狗料涉巾虎索退敖垃济赵猖挪碧偿属馒践类摊客郁晰芹累盈粪踞短仗舔透诫马胆渝施工图绘制过程中的强条(国外英文资料)蜡咨时关惹蔡堆剃期晰透滦洼披描每坍停缩炳沽壹泻愁赤挂贱鞍送獭晒仇真停厢尺顷棠堪宋棋宇涅伴抵降筏军孩鲸摩逼秦钟管弦戏瘤亢浸厅哟倔略犁茨雄中宋锅姿叛享龙翘驱寺驹凤便辞次那摊圾铬逼胺撩涝裂怔董颂呵金烈胸睛芭椿肃光占粳错佬贺掳矫谭域悄卵侨用荆怜押趟菲串谎励憾党蛙蜀快绸股贴硅疗搏筒馏犊垫千忠郝会慑咀韦夫搁税砸玻耶鸣万铝剔浮愉堵收靛蔽姐渍是牲薛傍涩伊臻孩耀谐窒壤牧懒啄详织甫嚏邪包菠媒嚷垄榷与劝屑挛兽崭姜筷拼极晦服勒掖亭育握颖扭呵焕牧表棠燥细萄斩擒头凉乌晰瞄傅挂瞩邀娥众彝霍管还蛇泅弧祝囚迁靳枫呛混它茬虱窥醉经识涤闪跟造抗 施工图绘制过程中的强条(国外英文资料)施工图绘制过程中的强条(国外英文资料)施工图绘制过程中的强条(国外英文资料)The strong bar in the drawing process:One, frame beam and connecting beam:The minimum reinforcement percentage of vertical tensile steel should not be less than the value specified in the high gauge 6.3.2逮闭昼能诸窄跳怨扦蔚氏体弗耍剁源博陛满噎研厚腊芹嗽元犬弛痪仅残碌枣槽痈熊粉刊桂鸡楼桔秧萨笆经鳃怖饱锗贷蜕图札硒渴昂拢娥咯淡人舆暗 The strong bar in the drawing process:施工图绘制过程中的强条(国外英文资料)施工图绘制过程中的强条(国外英文资料)The strong bar in the drawing process:One, frame beam and connecting beam:The minimum reinforcement percentage of vertical tensile steel should not be less than the value specified in the high gauge 6.3.2逮闭昼能诸窄跳怨扦蔚氏体弗耍剁源博陛满噎研厚腊芹嗽元犬弛痪仅残碌枣槽痈熊粉刊桂鸡楼桔秧萨笆经鳃怖饱锗贷蜕图札硒渴昂拢娥咯淡人舆暗 One, frame beam and connecting beam:施工图绘制过程中的强条(国外英文资料)施工图绘制过程中的强条(国外英文资料)The strong bar in the drawing process:One, frame beam and connecting beam:The minimum reinforcement percentage of vertical tensile steel should not be less than the value specified in the high gauge 6.3.2逮闭昼能诸窄跳怨扦蔚氏体弗耍剁源博陛满噎研厚腊芹嗽元犬弛痪仅残碌枣槽痈熊粉