Static Experiment and Finite Element Analysis of a Multitower Cable-Stayed Bridge with a New Stiffening System

Table 8

The maximum bending moment at the important points by loading on midspan ().

Mode	Middle of the midspan	Middle of the sidespan	Midtower root	Side tower root
1	563.60	−645.00	−13033.80	12680.70
2	481.70	−543.40	−10032.10	9861.40
3	421.60	−490.40	−9343.30	8712.50
4	510.50	−588.30	−10121.70	10327.20
5	318.10	−432.50	−4002.40	6336.90