Table 3 Shear forces and chord angles at flange plate yield and at web plate yield.

From: Investigation of cyclic behavior of steel–concrete composite coupling beams with axial rib corrugated webs

Specimen

Vyf (kN)

θyf (rad)

Vyw (kN)

θyw (rad)

Vyf/Vp

Vyw/Vp

Vy/Vp

HCCB-1

418.3

0.0036

664.0

0.0074

0.45

0.71

0.71

HCCB-2

 − 682.3

 − 0.0019

 − 664.7

 − 0.0019

0.68

0.66

0.91

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