Reliability Assessment of Steel-Concrete Composite Beams considering Metal Corrosion Effects

Table 4

Comparison of the results obtained in this study and in Hoi [40].

Calculated parameter	Unit	Result of Hoi [40]	This study	Error (%)
	mm	2,500	2,500	0.000
	kN-m	540	540	0.000
	kN	216	216	0.000
	kN-m	540.02	540	0.004
	kN	452.60	452.50	0.022