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

Table 9

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

Mode	Middle of the midspan	Middle of the sidespan	Midtower root	Side tower root
1	−138.10	668.10	1388.70	−3969.90
2	−134.20	627.30	1400.20	−3215.70
3	−126.50	615.50	1367.40	−3045.80
4	−127.30	631.60	1380.50	−3899.40
5	−122.60	616.60	1376.80	−1108.80