The Basic Differential Equations of Self-Anchored Cable-Stayed Suspension Bridge

Table 2

Analytic solution and numerical solution.

Location	Bending moment M/(KN⋅m)
	Analytic solution	Numerical solution	Difference (%)
Middle of side span	−1488	−1328	−12
Junction between cable-stayed section and suspension section	1384	1442	−4
Middle of the main span	3460	3235	6.9