Shear Behavior of Corrugated Steel Webs in H Shape Bridge Girders

Table 8

Comparison of load capacity at different web thickness.

Specimen 1 : Specimen 2	Ratio of web thickness	Ratio of experimental result	Ratio of FEM result
C3F : C2F	1.41	1.44	1.48
C3H : C2H	1.41	1.46	1.43