Reliability Evaluation of Bridges Based on Nonprobabilistic Response Surface Limit Method

Table 7

Third iterative computation results (before reinforcement).

Compressive strength (MPa)	Area of the prestressed tendon (mm)	(kN·m)	(kN·m)	(kN·m)
45	140	4294.3	175427.3	179721.6
43.45	140	6809.7	171898.2	178707.9
46.55	140	1849.9	178626.2	180476.1
45	136.91	2437.0	173518.8	175955.8
45	143.1	6166.3	177349.3	183515.7