Reliability Evaluation of Bridges Based on Nonprobabilistic Response Surface Limit Method

Table 5

First 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
43.29	140	7042.5	171665.5	178708.1
46.72	140	1679.4	178796.7	180476.1
45	136.57	2214.5	173313.5	175528.0
45	143.43	6363.3	177541.4	183904.7