[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"$fDWgZUulIeOjvhOwapCGAHzdg9JEEr-qyADb6RmMVYjY":3},{"answer":4,"createTime":5,"id":6,"options":7,"origin":12,"question":15,"related":16,"source":26,"type":27},[],"2025-06-16 12:54:10",1068258196,[8,9,10,11],"超静定结构中","静定结构中","几何可变体系中","A和B中",{"courseImg":13,"courseName":14},"https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002Fb7a65bc5cfea7e9de2270b45b9b4f42b.jpg","混凝土结构与砌体结构设计","混凝土构件截面的内力重分布存在于( )",[17,28,37,46,49,58,66,75,80,85],{"answer":18,"createTime":5,"id":19,"options":20,"question":25,"source":26,"type":27},[],1068258143,[21,22,23,24],"圈梁","连系梁","过梁","基础梁","单层厂房中,用来承托围护墙的重量并将其传至柱基础顶面的构件是( )","v2",0,{"answer":29,"createTime":5,"id":30,"options":31,"question":36,"source":26,"type":27},[],1068258161,[32,33,34,35],"124.7","131.5","230.9","243.4","某单跨三层房屋如下图所示,按刚性方案计算,各层墙体计算高度\u003Cimg src=\"https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002Fdfcbb970d04c754ba261b9b22176798b.png\"> ,梁混凝土强度等级为\u003Cimg src=\"https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002F58993e358b697cf3aac0b8be3c1aed9e.png\"> ,截面尺寸\u003Cimg src=\"https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002F884d08ac2af7ef897f30c3b1feea34a5.png\"> ,梁端支承\u003Cimg src=\"https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002F3c79a6167494549d7afc8e9631240ea9.png\"> .梁下刚性垫块尺寸为\u003Cimg src=\"https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002F0b40f13d3385881c9998ef7d870912e8.png\"> ,墙厚均为\u003Cimg src=\"https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002Fef01f30790b0eb568d66e885b2d3c6d1.png\"> ,\u003Cimg src=\"https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002F03811ba65f110fb0828cc5cb6e17fbf9.png\"> 级烧结普通砖,\u003Cimg src=\"https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002F8b6c89c3dcba4045a8022219900a1881.png\"> 水泥砂浆,各楼层均布永久荷载和活荷载标准值,\u003Cimg src=\"https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002F8c507c0647924a490268fd4c40a4fbd9.png\"> ,\u003Cimg src=\"https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002Fda57542d5e851532f7a264fb073cb3f2.png\"> .梁自重标准值\u003Cimg src=\"https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002F531c9a95b4a852f2a1cb84b6fb11ba7f.png\"> ,施工质量等级为B级.顶层梁端的有效支承长度\u003Cimg src=\"https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002Fdd65801da6360b51331addaf6adf680d.png\"> 为多少? ( )提示:砌体的抗压强度设计值考虑强度调整系数的影响,顶层梁无上部荷载即σ0=0.\u003Cimg src=\"https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002F83c045ab8ed40aa8466a3b562389a9fd.png\">",{"answer":38,"createTime":5,"id":39,"options":40,"question":45,"source":26,"type":27},[],1068258190,[41,42,43,44],"柱与屋架、基础铰接","柱与屋架、基础刚接","柱与屋架刚接、与基础铰接","柱与屋架铰接、与基础刚接","单层厂房排架结构由屋架(或屋面梁)、柱和基础组成,( )",{"answer":47,"createTime":5,"id":6,"options":48,"question":15,"source":26,"type":27},[],[8,9,10,11],{"answer":50,"createTime":5,"id":51,"options":52,"question":57,"source":26,"type":27},[],1068258210,[53,54,55,56],"17","19","21","24","某无吊车单跨单层砌体房屋的无壁柱山墙如图所示.房屋山墙两侧均有外纵墙,采用\u003Cimg src=\"https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002Fe6cf1b9bd1137044ff4ca3919f8721dd.png\"> 蒸压粉煤灰砖、\u003Cimg src=\"https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002Ff49a4cc1f8df8813108a124706d33869.png\"> 混合砂浆砌筑,墙厚为\u003Cimg src=\"https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002F3bab9474c5f818fd33f245aec9c91f1e.png\"> .若房屋的静力计算方案为刚性方案,问承重山墙的高厚比限值\u003Cimg src=\"https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002Fb8aa78fe4596f1bd23ab6a02c1667302.png\"> 应与何项数值接近?( )\u003Cimg src=\"https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002Fd2af385b602bc73d80443e087ea5d4a8.png\">",{"answer":59,"createTime":5,"id":60,"options":61,"question":64,"source":26,"type":65},[],1068258232,[62,63],"对","错","单向板肋形楼盖中荷载的传递路线是板传给主梁,主梁传给次梁.( )",3,{"answer":67,"createTime":5,"id":68,"options":69,"question":74,"source":26,"type":27},[],1068258248,[70,71,72,73],"屋面活荷载","恒荷载","风荷载","吊车荷载","在进行单层厂房柱控制截面内力组合时,每次组合都必须包括( )",{"answer":76,"createTime":5,"id":77,"options":78,"question":79,"source":26,"type":65},[],1068258252,[62,63],"单层厂房中的柱间支撑应布置在伸缩缝区段中间.( )",{"answer":81,"createTime":5,"id":82,"options":83,"question":84,"source":26,"type":65},[],1068258261,[62,63],"单层厂房柱内力组合时,考虑吊车水平荷载作用时,须同时考虑吊车竖向荷载作用.( )",{"answer":86,"createTime":5,"id":87,"options":88,"question":93,"source":26,"type":27},[],1068258264,[89,90,91,92],"伸缩缝应从基础顶面以上将缝两侧结构构件完全分开","沉降缝应从基础底面以上将缝两侧结构构件完全分开","伸缩缝可兼作沉降缝","地震区的伸缩缝和沉降缝均应符合防震缝的要求","关于变形缝,下列不正确的说法是( )"]