| Test | e/d | Load, N | Masonry | Mean | Mortar |
| Reference | Strength, N/mm2 | N/mm2 | Strength, Nmm2 | ||
| S5-A1 | 0 | 7811 | 12.8 | 12.2 (16.2) | |
| S5-A2 | 0 | 6361 | 10.4 | ||
| S5-A3 | 0 | 8720 | 14.2 | ||
| S5-A4 | 0 | 8720 | 14.2 | ||
| S5-A5 | 0 | 5780 | 9.4 | ||
| S5-A6 | 0 | 7516 | 12.3 | 1.1 | |
| S5-B1 | 0.14 | 7521 | 12.3 | 13.9 (23.7) | |
| S5-B2 | 0.14 | 4600 | 13.8 | ||
| S5-B3 | 0.14 | 4990 | 15.0 | ||
| S5-B4 | 0.14 | 5259 | 15.8 | ||
| S5-B5 | 0.14 | 6012 | 18.0 | ||
| S5-B6 | 0.14 | 2822 | 8.5 | 0.9 | |
| S5-C1 | 0.25 | 3784 | 16.6 | 14.8 (32.0) | |
| S5-C2 | 0.25 | 3276 | 14.3 | ||
| S5-C3 | 0.25 | 2282 | 10.0 | ||
| S5-C4 | 0.25 | 3535 | 15.5 | ||
| S5-C5 | 0.25 | 2240 | 9.8 | ||
| S5-C6 | 0.25 | 5145 | 22.5 | 0.8 | |
| S5-D1 | 0.39 | 1168 | 11.7 | 10.1 (40.7) | |
| S5-D2 | 0.39 | 638 | 6.4 | ||
| S5-D3 | 0.39 | 1643 | 16.4 | ||
| S5-D4 | 0.39 | 879 | 8.8 | ||
| S5-D5 | 0.39 | 708 | 7.1 | 1.1 |