Arch bridges - Computational Analysis and Design of Bridge Structures - page 294

Figure 9.21 3D analysis model of Liujiang Yellow River Bridge.

1265

2193

2193

−1347 −1347

−1212

−1212

−7898

−7898

5947 5947

8653

2194

2194

3804

3804

8653 5028

5028

(a)

5911

5911 6378 6739 6378

−11658 −11573 −11658

−13773 −13773

−14572

−14572

816 1108 1201 1184 1201 1108 816

−11761

(b) 8526 7865 7548 7865 8526

Figure 9.22 (a, b) Moment and axial force distribution due to dead loads without hanger
tension tuning.