[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"$f6dzUXr8GsfTojIyjpAD3Gtyf9tISxCrYOfz7tC5k9x8":3},{"answer":4,"createTime":5,"id":6,"options":7,"origin":12,"question":19,"related":20,"source":30,"type":31},[],"2025-07-22 17:54:58",213718776,[8,9,10,11],"承受两个方向的弯矩","将板面荷载均匀地传给受力钢筋","形成钢筋网片固定受力钢筋","抵抗温度和收缩应力",{"count":13,"courseId":14,"courseImg":15,"courseName":16,"workId":17,"workName":18},69,"53e1d2ef4961cca8eea3e23969ad2cb9","https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002F03a579384a6dc297c89809b582fcc767.png","默认课程","exam_167070183","宪法与法律","钢筋混凝土现浇板中分布钢筋的主要作用不是( )",[21,32,41,50,59,68,77,86,89,98],{"answer":22,"createTime":5,"id":23,"options":24,"question":29,"source":30,"type":31},[],213718769,[25,26,27,28],"C55","C60","C65","C70","8度抗震设防时,混凝土强度等级不宜超过( )","v1",0,{"answer":33,"createTime":5,"id":34,"options":35,"question":40,"source":30,"type":31},[],213718770,[36,37,38,39],"荷载标准值","荷载组合值","荷载频遇值","荷载准永久值","是结构按极限状态设计时釆用的荷载基本代表值,是现行国家标准《建筑结构荷载规范MGB5OOO9-2OO1)中对各类荷载规定的设计取值",{"answer":42,"createTime":5,"id":43,"options":44,"question":49,"source":30,"type":31},[],213718771,[45,46,47,48],"增大","降低","不变","不能确定","随着砌体结构房屋高度的增大,地震作用将( )",{"answer":51,"createTime":5,"id":52,"options":53,"question":58,"source":30,"type":31},[],213718772,[54,55,56,57],"竖直向下的荷载","水平荷载","拉拔荷载","竖向和水平荷载","竖向抗拔桩主要承受( )",{"answer":60,"createTime":5,"id":61,"options":62,"question":67,"source":30,"type":31},[],213718773,[63,64,65,66],"3","4","5","6","埋置深度在( )m以内且能用一般方法施工的基础称为浅基础",{"answer":69,"createTime":5,"id":70,"options":71,"question":76,"source":30,"type":31},[],213718774,[72,73,74,75],"配筋率越大,正截面承载力越大","配筋率越大,正截面承载力越小","当配筋率在某一范围内时,配筋率越大,正截面承载力越大","没有关系","截面尺寸和材料强度一定时,钢筋混凝土受弯构件正截面承载力与受拉区纵筋配筋率的关系是( )",{"answer":78,"createTime":5,"id":79,"options":80,"question":85,"source":30,"type":31},[],213718775,[81,82,83,84],"锚固回缩损失","摩擦损失","温差损失","应力松弛损失","下列各项预应力损失类型中,不属于后张法预应力损失的是( )",{"answer":87,"createTime":5,"id":6,"options":88,"question":19,"source":30,"type":31},[],[8,9,10,11],{"answer":90,"createTime":5,"id":91,"options":92,"question":97,"source":30,"type":31},[],213718777,[93,94,95,96],"砂浆强度等级高,允许高厚比小","采用组合砖砌体的允许高厚比可相应提高","非承重墙体的允许高厚比应相应降低","开有门窗洞口的墙体允许高厚比应乘以\u003Cimg src=\"https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002Ff9fc1518463e98d00166448f1c571ece.webp\">予以折减","影响墙柱的允许高厚比因素中说法正确的是( )",{"answer":99,"createTime":5,"id":100,"options":101,"question":106,"source":30,"type":31},[],213718778,[102,103,104,105],"斜压破坏","剪压破坏","斜拉破坏","锚固破坏","梁的受剪承载力公式是根据何种破坏形态建立的( )"]