Behavior of Multispan Extradosed Bridge Subjected to Variation of Cable-Free Segment Length

Table 1

The maximum positive and negative bending moment of the main girder.

	Positive bending moment of the girder ()	Negative bending moment of the girder ()
0.059	44.2076	108.3764
0.114	49.3229	117.3641
0.164	54.7999	126.5615
0.208	60.6307	135.9847
0.248	66.8089	145.6169
0.283	73.3331	155.4684
0.316	80.1993	165.5452
0.346	87.4043	175.863
0.373	94.9483	186.6288