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Table 1 Confinement level measured in terms of \( f_{lmin} /f_{c}^{{\prime }} \) for the eight cases considered.

From: Partial Confinement Utilization for Rectangular Concrete Columns Subjected to Biaxial Bending and Axial Compression

Case

\( f_{lmin} /f_{c}^{{\prime }} \)

Case 1

0.125516

Case 2

0.225849

Case 3

0.091192

Case 4

0.087507

Case 5

0.048572

Case 6

0.026641

Case 7

0.028996

Case 8

0.11356