Analytical Calculation Method for the Preliminary Analysis of Self-Anchored Suspension Bridges

Table 1

The suspender force in each iteration step.

Iteration times	Suspender number								Horizontal reaction of the main cable
	1	6	10		12	17	22	26
0	2119.6	1781.7	1813.2	1865.1	1813.2	1783.0	1736.8	1737.4	30000.0
1	2119.6	1781.7	1813.2	1865.1	1813.2	1782.8	1721.5	1722.2	40666.3
2	2119.6	1781.7	1813.2	1865.1	1813.2	1782.8	1721.8	1722.5	40428.7
3	2119.6	1781.7	1813.2	1865.1	1813.2	1782.8	1721.8	1722.5	40434.0
4	1790.0	1792.4	1784.3	1779.9	1781.6	1772.3	1764.0	1767.7	40433.8