2楼
看了节点，梁柱似乎是铰接的？而且没有设置柱间支撑？这样的结构比较少见吧。虽然理论上柱脚刚接，上部铰接是成立了，但是位移和抗震都验算了么？按有侧移构件计算，构件的长细比够么？
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3楼
屋面梁平面外验算了么？还应该加上水平支撑吧，不然如果保证整个平面的稳定？
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4楼
看拉杆，就知道是介于游击队和正规军之间的应该属于武攻队类型，支撑类不知是还没上，是没有，平行四边形类的结构必须加三角形类的结构来增加稳定形 柱脚双母比垫为什么加加契铁
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5楼
頂頂頂頂頂頂頂頂頂頂頂頂頂頂頂████████████████頂頂頂頂
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6楼
处罚我。真心顶的，没有灌水！
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7楼
papa
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