International Journal of Concrete Structures and Materials

Table 4 Displacement results at cross beam locations for various load stages.

From: Structural Performance Evaluation of a Precast PSC Curved Girder Bridge Constructed Using Multi-Tasking Formwork

Load step	Load (kN)	Deflection (mm)
		L/4		2L/4		3L/4
		G1	G2	G1	G2	G1	G2
Design load	450	7.7	7.8	11.3	11.7	7.3	7.74
Cracking load	1400	28.4	27.64	40.5	43.8	27.2	27.58
Max. load	3350	90.3	87.18	139.9	141.2	88.5	87.26

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