Simplified Analytical Method for Optimized Initial Shape Analysis of Self-Anchored Suspension Bridges and Its Verification

Table 7

Nodal coordinates and displacements at points on the main girder obtained by ULM(G) and ULM(S).

Node; number	(m) coordinate	(m); coordinate	(mm) by; ULM(G) [8]	(mm) by; ULM(G) [8]	(mm) by; ULM(S)	(mm) by; ULM(S)	Remarks
1	0.000	0.000	0.0	0.0	0.0	0.0	Anchor point
10	125.0	1.875	0.0	0.0	0.0	0.1
19	250.0	3.750	0.0	0.0	0.0	0.1
28	375.0	5.625	0.0	0.0	0.0	0.1
37	500.0	7.500	0.0	0.0	0.0	0.0	Left tower
45	600.0	8.722	0.0	0.0	0.0	−0.2
53	700.0	9.722	0.0	0.0	0.0	−0.4
61	800.0	10.500	0.0	0.0	0.0	−0.7
69	900.0	11.056	0.0	0.0	0.0	−0.9
77	1000.0	11.389	0.0	0.0	0.0	−1.0
85	1100.0	11.500	0.0	0.0	0.0	−1.0	Sag point
93	1200.0	11.389	0.0	0.0	0.0	−1.0
101	1300.0	11.056	0.0	0.0	0.0	−0.9
109	1400.0	10.500	0.0	0.0	0.0	−0.7
117	1500.0	9.722	0.0	0.0	0.0	−0.4
125	1600.0	8.722	0.0	0.0	0.0	−0.2
133	1700.0	7.500	0.0	0.0	0.0	0.0	Right tower
142	1825.0	5.625	0.0	0.0	0.0	0.1
151	1950.0	3.750	0.0	0.0	0.0	0.1
160	2075.0	1.875	0.0	0.0	0.0	0.1
169	2200.0	0.000	0.0	0.0	0.0	0.0	Anchor point