[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"$fjQ2xbXydjmZk2Dj6O2uXhOW_fB7gi2FIDqphZqbsE0g":3},{"answer":4,"createTime":5,"id":6,"options":7,"origin":12,"question":19,"related":20,"source":30,"type":31},[],"2024-12-15 22:16:11",171334770,[8,9,10,11],"同一个系统内的同一个层次","两个不同系统,但紧密相关","同一个层次上两种不同系统","两个不同系统,毫不相关",{"count":13,"courseId":14,"courseImg":15,"courseName":16,"workId":17,"workName":18},56,"ae4161f1e62fb1ee84c9943a94532ffe","https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002F91606f9768d5808a7bda837639dadf26.jpg","项目管理","work_39707410","项目2练习","施工企业的施工生产计划与建设工程项目施工进度计划属于()的计划",[21,32,41,44,53,62,71,80,89,97],{"answer":22,"createTime":5,"id":23,"options":24,"question":29,"source":30,"type":31},[],171334764,[25,26,27,28],"与紧前工作之间时间间隔为零的工作是关键工作","总时差最小的工作为关键工作","与紧后工作之间时间间隔为零的工作是关键工作","最迟开始时间与最早开始时间之差最大的工作是关键工作","关于工程网络计划中关键工作判别的说法,正确的是( )","v1",0,{"answer":33,"createTime":5,"id":34,"options":35,"question":40,"source":30,"type":31},[],171334767,[36,37,38,39],"均为11","分别为10和9","均为10","分别为11和10","在某双代号网络计划中,工作A的最早开始时间为第10天,其持续时间为6天,该工作有两项紧后工作,它们的最早开始时间分别为第26天和第31天,最迟开始时间分别为第27天和第34天,则工作A的总时差和自由时差()天",{"answer":42,"createTime":5,"id":6,"options":43,"question":19,"source":30,"type":31},[],[8,9,10,11],{"answer":45,"createTime":5,"id":46,"options":47,"question":52,"source":30,"type":31},[],171334773,[48,49,50,51],"1-3-4-5-6","1-2-3-4-6","1-2-4-5-6","1-2-3-4-5-6","\u003Cimg src=\"https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002F8b8fda034631457870f4a9c7e22418b6.jpg\">某工程双代号时标网络计划如下图所示,其关键线路是()",{"answer":54,"createTime":5,"id":55,"options":56,"question":61,"source":30,"type":31},[],171334776,[57,58,59,60],"第10天","第12天","第14天","第17天","已知双代号网络图如下,按照计划安排F工作的最早开始时间为\u003Cimg src=\"https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002F234d998076ee127999c4999ed2742495.jpg\">",{"answer":63,"createTime":5,"id":64,"options":65,"question":70,"source":30,"type":31},[],171334779,[66,67,68,69],"等于零","小于零","小于其相应的总时差","等于其相应的总时差","在双代号网络计划中,如果其计划工期与计算工期相等,且工作i 一j的完成节点在关键线路上,则工作i-j 的自由时差( )",{"answer":72,"createTime":5,"id":73,"options":74,"question":79,"source":30,"type":31},[],171334782,[75,76,77,78],"方向从右向左","长度以工作占用时间参数为准","箭头处不应有节点","长度以工作间逻辑关系为准","在双代号时间坐标网络图中,前线的绘制要求应符合",{"answer":81,"createTime":5,"id":82,"options":83,"question":88,"source":30,"type":31},[],171334785,[84,85,86,87],"4","7","11","6","某工程网络计划中,工作W的最早开始时间和最迟开始时间分别为第12天和第16天,其持续时间为5天,工作W有3个紧后工作,它们的最早开始时间分别为第21天,第24天和第,28天则W的自由时差为()天",{"answer":90,"createTime":5,"id":91,"options":92,"question":96,"source":30,"type":31},[],171334788,[93,94,84,95],"2","3","5","\u003Cimg src=\"https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002Ffedfe53c6a7d4cc82920756247d09def.jpg\">已知下列双代号网络图,由于设计图纸的变更,造成D 工作延误6 天,则总工期将延长() 天",{"answer":98,"createTime":5,"id":99,"options":100,"question":105,"source":30,"type":31},[],171334791,[101,102,103,104],"合同结构","工程实施的组织与协调","组织结构形式","设计技术和施工技术","在冬季长、施工期短的北方高纬度地区,采用预制混凝土技术可充分利用混凝士构件非施工期的工厂制作和施工期的快速现场安装,而现场浇捣混凝土则养护时间较长.因此,在施工进度控制的技术措施中,涉及对实现施工进度目标有利的( )"]