| Sample | Cross Section Area cm2 (in2) | Height cm (in) |
Maximum Capacity | Ultimate Strain | ||
|---|---|---|---|---|---|---|
| Stress MPa (psi) |
Corresponding Strain (%) | (%) | ||||
| Light HC | L-NC-1 | 31.68 (4.91) | 12.7 (5) | 79.6 (11,546) | 6.4 | 6.5 |
| L-NC-2 | 36.97 (5.73) | 12.95 (5.1) | 71.97 (10,438) | 4.9 | 5.3 | |
| L-NC-3 | 36.97 (5.68) | 13.97 (5.5) | 73.41 (10,648) | 4.3 | 4.4 | |
| Heavy HC | H-NC-1 | 31.68 (4.91) | 13.97 (5.5) | 58.2 (8,442) | 14.4 | 20.1 |
| H-NC-2 | 32.9 (5.1) | 11.94 (4.7) | 63.2 (9,165) | 17.17 | 57.5 | |
| H-NC-3 | 33.29 (5.16) | 13.21 (5.2) | 58.4 (8,464) | 14.67 | 40.5 | |
| H-NC-4 | 33.29 (5.16) | 13.97 (5.5) | 53.1 (7,696) | 13.27 | 43.5 | |
| H-NC-5 | 33.29 (5.16 | 13.97 (5.5) | 43.8 (6,346) | 16.55 | 59.5 | |
| H-CC-1 | 45.61 (7.07) | 15.24 (6) | 40.3* (5,852*) | 33.5 | >38# | |
| H-MC-1 | 45.61 (7.07) | 15.24 (6) | 47.0* (6,817*) | 6.33 | 14.5 | |
| H-MC-2 | 45.61 (7.07) | 15.24 (6) | 49.2* (7,131*) | 14 | 39.2 | |
| Plain Concrete | PC1 | 45.61 (7.07) | 15.24 (6) | 20.1 (2,915) | 1.5 | - |