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Table 5 Statistical parameters for load combinations (Szerszen & Nowak, 2003)

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

Load component

Bias

C.O.V

Dead load (cast-in-place)

1.05

0.10

Dead load (plant-cast)

1.03

0.08

Live load

1.00

0.18

Snow

0.82

0.26

Wind

0.78

0.37

Earthquake

0.66

0.56