Reliability Evaluation of Bridges Based on Nonprobabilistic Response Surface Limit Method

Table 9

First iterative computation results (after reinforcement).

Compressive strength (MPa)	Area of the prestressed tendon (mm)	(kN·m)	(kN·m)	(kN·m)
45	140	10879.6	179122.2	190001.8
40.52	140	18633.3	170246.9	188880.2
49.48	140	5796.5	185042.3	190838.8
45	131.05	5053.5	173378.8	178432.3
45	148.96	16625.6	184865.4	201490.9