Table 1 Specimens details.
From: Simplified Effective Compressive Strengths of Columns with Intervening Floor Slabs
| Â | \(c\) (mm) | \(h\) (mm) | \(f_{cc}^{'}\) (MPa) | \(f_{cj}^{'}\) (MPa) | \(f_{cc}^{'}\)/\(f_{cj}^{'}\) | \(A_{s}\) (mm2) | \(f_{y}\) (MPa) |
|---|---|---|---|---|---|---|---|
C1 | 200 | 100 | 51.18 | 51.18 | 1.00 | 506.8 | 419.2 |
C2 | 200 | 100 | 47.76 | 35.51 | 1.35 | 506.8 | 419.2 |
C3 | 200 | 100 | 51.18 | 35.51 | 1.44 | 506.8 | 419.2 |
C4 | 200 | 100 | 49.77 | 35.51 | 1.40 | 506.8 | 419.2 |
C5 | 200 | 200 | 51.18 | 35.51 | 1.44 | 506.8 | 419.2 |