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Table 6 Statistical parameters of resistance, Rn (Szerszen & Nowak, 2003)

From: Structural Safety Inspection of Reinforced Concrete Structures Considering Failure Probabilities of Structural Members

Structural type and limit state

Bias

C.O.V

RC beam (cast-in-place), flexure

1.114

0.119

RC beam (plant-cast), flexure

1.128

0.113

RC beam (cast-in-place), shear

1.159

0.120

RC beam (plant-cast), shear

1.170

0.116

RC slab (cast-in-place)

1.052

0.169

RC slab (plant-cast)

1.146

0.116

RC column (cast-in-place), tied

1.107

0.136

RC column (plant-cast), tied

1.102

0.134

RC column (cast-in-place), spiral

1.163

0.124

RC column (plant-cast), spiral

1.156

0.122