Alternative Load Path Analysis for Determining the Geometric Agreement of a Cable-Stayed Bridge with Steel Truss Girders

Table 4

Load types and placement for different loading scenarios.

Failed members	Loading location
	Uniform load	Concentrated load
A8-A9	Entire side span	−306 m
A29-A30	−350 m to −60 m	−218 m
A44-A45	−350 m to −40 m	−90 m
A59-A58′	−60 m to 60 m	0 m
S9	Side span and main span	−294 m
M8	Side span and main span	−78 m
M13	−66 m to 180 m and side span	−18 m