[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"$fLB6v5c3kYRmEG6JFq0ozliauK1P0C7HgF_O0gyOHHBQ":3},{"answer":4,"createTime":5,"id":6,"options":7,"origin":12,"question":16,"related":17,"source":27,"type":28},[],"2025-12-17 09:16:19",269560976,[8,9,10,11],"边长在 800mm 以下时,以 100mm 为模数;800mm 以上时,以 50mm 为模数","边长在 800mm 以下时,以 50mm 为模数;800mm 以上时,以 100mm 为模数","无论边长大小,均以 50mm 为模数","无论边长大小,均以 100mm 为模数",{"courseId":13,"courseImg":14,"courseName":15},"53e1d2ef4961cca8eea3e23969ad2cb9","https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002F03a579384a6dc297c89809b582fcc767.png","默认课程","关于钢筋混凝土柱截面尺寸的模数要求,下列说法正确的是( )",[18,29,38,47,56],{"answer":19,"createTime":5,"id":20,"options":21,"question":26,"source":27,"type":28},[],269560972,[22,23,24,25],"335N\u002Fmm²","400N\u002Fmm²","500N\u002Fmm²","600N\u002Fmm²","根据《混凝土结构设计规范》GB50010-2010,受压钢筋的最大抗压强度限值为( )","v1",0,{"answer":30,"createTime":5,"id":31,"options":32,"question":37,"source":27,"type":28},[],269560973,[33,34,35,36],"圆形截面","正方形截面","矩形截面","I 形截面","钢筋混凝土柱的截面形状选择中,轴心受压柱通常优先采用的截面形式是( )",{"answer":39,"createTime":5,"id":40,"options":41,"question":46,"source":27,"type":28},[],269560974,[42,43,44,45],"单肢箍筋","双肢箍筋","复合箍筋","螺旋箍筋","当柱截面短边大于 400mm 且各边纵筋配置根数超过 3 根时,应设置( )",{"answer":48,"createTime":5,"id":49,"options":50,"question":55,"source":27,"type":28},[],269560975,[51,52,53,54],"纵向钢筋的最小直径","纵向钢筋的平均直径","纵向钢筋的最大直径","箍筋的平均直径","钢筋混凝土柱中,箍筋直径的确定需满足 "不应小于 d\u002F4 且不小于 6mm",其中 d 指的是( )",{"answer":57,"createTime":5,"id":6,"options":58,"question":16,"source":27,"type":28},[],[8,9,10,11]]