桥梁全长90.04米。设计荷载:汽-20,挂-100,人群3KN/m2。桥面净空:净-7+2x0.75m。主孔为L =50m,f /L =1/5,m=1.988箱形变截面悬链线肋拱。3号墩,4号墩,5
[湖北]箱形变截面悬链线肋拱拱桥施工图25张_图1
[湖北]箱形变截面悬链线肋拱拱桥施工图25张_图2
[湖北]箱形变截面悬链线肋拱拱桥施工图25张_图3
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