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Table 1 Dimensional details of test specimens.

From: Flexural Responses of Prestressed Hybrid Wide Flange Composite Girders

Steel plate (SS400)

Steel reinforcement

Tendon

Concrete

6 mm

10 mm

16 mm

Bottom flange

Topping concrete

Fy (MPa)

Fu (MPa)

fy (MPa)

fu (MPa)

fy (MPa)

fu (MPa)

fpy (MPa)

fpu (MPa)

fck (MPa)

281.7

436.7

501.7

618.9

466.3

604.7

1815.0

1928.7

35.2

30.3