Flexural Behavior of Prestressed Steel-Concrete Composite Members with Discontinuous Webs

Table 2

Material properties.

Specimen	Steel plate (SS400)				Concrete		Tendon
	6 mm		12 mm
	(MPa)	(MPa)	(MPa)	(MPa)	(MPa)	(MPa)	(MPa)	(mm^2)
FP1	268	2.0 × 10^5	273	2.0 × 10^5	34	26,994	1,860	98.2
FP2