结果显示应力最大点出现在后弯梁加强板上端部。
The result show that strongest point of stress appear in the top of strengthen board on back bend beam.
所述边拱(5)上端与边跨主梁刚性连接，下端与主桥墩(9)刚性连接。
The upper end of the side arches (5) has the rigid connection with the side span girders and the lower end has the rigid connection with the main piers (9).
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