Table 2 Selected test components with different eccentricities.

From: Experimental and theoretical study on flexural rigidity reduction of reinforced concrete eccentric column

Group No.

Test piece

No.

Offset

\(e_{0}\)/mm

Longitudinal bar /mm2\(A_{s} = A_{s}^{\prime}\)

Longitudinal reinforcement ratio \(\rho\)

Eccentricity \(e_{0}\)/h

â‘ 

A-1

140

6C12

1.33%

0.70

A-4

80

6C12

0.40

A-7

35

6C12

0.175

 

A-2

140

6C16

2.41%

0.70

â‘¡

A-5

80

6C16

0.40

 

A-8

35

6C16

0.175