[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"$f09IIalid-2VIOGadurChSsWyF2t3cGejk3DOg3ASomY":3},{"answer":4,"createTime":5,"id":6,"options":7,"origin":12,"question":16,"related":17,"source":24,"type":50},[],"2026-04-22 12:39:25",348087086,[8,9,10,11],"板标志跨度的矩形截面带","板标志跨度的T型截面带","主梁标志跨度的T型截面带","主梁标志跨度的矩形截面带",{"courseId":13,"courseImg":14,"courseName":15},"c3bd467cadd3ce9a1b90d8c3b68b7e8d","https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002F0dddd66bdf4bbb3b0310bf6263953907.png","混凝土结构设计（混凝土与砌体结构设计）","单向板梁板结构中次梁的计算单元如何选取()",[18,26,31,36,41,51,54,63,72,81],{"answer":19,"createTime":20,"id":21,"options":22,"question":23,"source":24,"type":25},[],"2026-01-18 06:41:04",313964238,[],"讲解技能:需提交教案及考核视频;视频中必须包含讲评环节(因时间关系,三个人录制视频,其他的教案里面写),明确评价两条优点和两条缺点","v1",8,{"answer":27,"createTime":20,"id":28,"options":29,"question":30,"source":24,"type":25},[],313964239,[],"演示技能:需提交教案及考核视频;视频中必须包含讲评环节(因时间关系,三个人录制视频,其他的教案里面写),明确评价两条优点和两条缺点",{"answer":32,"createTime":20,"id":33,"options":34,"question":35,"source":24,"type":25},[],313964240,[],"提问技能:需提交教案及考核视频;视频中必须包含讲评环节(因时间关系,三个人录制视频,其他的教案里面写),明确评价两条优点和两条缺点",{"answer":37,"createTime":20,"id":38,"options":39,"question":40,"source":24,"type":25},[],313964241,[],"说课技能:须严格参照规定步骤完成;需提交说课课件、说课教案及说课视频,视频中需包含互评环节(因时间关系,三个人录制视频,其他的教案里面写)",{"answer":42,"createTime":5,"id":43,"options":44,"question":49,"source":24,"type":50},[],348087085,[45,46,47,48],"平行于次梁取1m宽板带","平行于主梁取1m宽板带","取两根主梁之间的板带","整块板作为一个计算单元","单向板梁板结构中板的计算单元如何选取()",0,{"answer":52,"createTime":5,"id":6,"options":53,"question":16,"source":24,"type":50},[],[8,9,10,11],{"answer":55,"createTime":5,"id":56,"options":57,"question":62,"source":24,"type":50},[],348087087,[58,59,60,61],"板标志跨度T型截面带","板标志跨度矩形截面带","次梁标志跨度的T型截面带","次梁标志跨度矩形截面带","单向板梁板结构中-主梁的计算单元如何选取()",{"answer":64,"createTime":5,"id":65,"options":66,"question":71,"source":24,"type":50},[],348087088,[67,68,69,70],"计算单元范围内柱的自重","计算单元范围内板自重和活荷载","计算单元范围内次梁的自重","计算单元范围内主梁的自重","板的计算单元内的荷载包括()",{"answer":73,"createTime":5,"id":74,"options":75,"question":80,"source":24,"type":50},[],348087089,[76,77,78,79],"满布","棋盘式","在该支座两侧布置","分对称荷载g+q\u002F2和反对称荷载q\u002F2,分别计算再叠加","多区格等跨连续板内力计算时,为求得各区格板支座截面的最大负弯矩,活荷载应该怎样布置()",{"answer":82,"createTime":5,"id":83,"options":84,"question":89,"source":24,"type":50},[],348087090,[85,86,87,88],"三角形","梯形","均布","集中力","双向板上荷载向两个方向传递,长边支承梁承受的荷载为()分布"]