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

Table 2

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

	Positive bending moment of the girder ()	Negative bending moment of the girder ()
0.095	48.6167	103.9844
0.119	52.3725	114.4439
0.140	57.0983	124.0347
0.159	61.8727	134.4852
0.176	66.8089	145.6169
0.192	71.8713	157.4713
0.206	77.0726	170.0516
0.218	82.425	183.3097
0.230	87.9368	197.2318