建立了个抗震模型，偶然间查看盖梁内力的时候发现跟桥梁通的差别好大，附上模型，...
附上桥梁通的弯矩图file:///C:/Documents%20and%20Settings/Administrator/Application%20Data/Tencent/Users/332649345/QQ/WinTemp/RichOle/Q~E9(V0($H%25QVMEMOX5OKMG.jpg
再附上MIDAS中1号桥墩盖梁的内力图
file:///C:/Documents%20and%20Settings/Administrator/Application%20Data/Tencent/Users/332649345/QQ/WinTemp/RichOle/6IN2%25PO4%25QBVO%60U5@%602Z40V.jpg
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