Reliability Evaluation of Bridges Based on Nonprobabilistic Response Surface Limit Method

Table 8

Initial value (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	140	19787.6	169093.5	188881.1
50	140	5404.2	185434.4	190838.6
45	130	4377.0	172708.7	177085.7
45	150	17283.8	185534.1	202817.9