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

Table 3

Input parameters of the SCC beam for validating the proposed algorithm.

L	b		fck	fu	IPE
(m)	(m)	(kN/m^2)	(N/mm^2)	(N/mm^2)	(S235)
10.00	3.50	14.70	25.00	450.0	400

^∗Loads combination of the overall dead load () and the service load on the floor (q_k)