Modified PCI Multipliers for Time-Dependent Deformation of PSC Bridges

Table 7

Elastic camber and deflection of bridges A and B.

Load	Camber (+) or deflection (−)
	Bridge A	Bridge B
Self-weight	−22.3	−16.5
Prestressing force	+46.1	+35.3
Topping	−8.0	−7.5
Superimposed dead load	−2.5	−2.65