Static Characteristics of Improved Composite Box Girder with Corrugated Steel Webs

Table 6

Comparison of deflection at cantilever end section.

Position	Concentrated load					Uniform load
	/mm	f1/mm	f2/mm	(f1/)/%	(f2/)/%	/mm	f1/mm	f2/mm	(f1/)/%	(f2/)/%
Section of the cantilever end	1.496	0.333	0.117	22.26	7.82	1.007	0.213	0.064	21.15	6.36

Note: is the theoretical deflection value of Euler, f₁ is the additional deflection value of shear deformation, and f₂ is the additional deflection value of the shear lag.