Research Article
Reverse Cyclic Loading Effect on RCC Wall-Floor Slab-Deep Beam Connection
Table 6
Observations of cracks and crack width.
| | Particulars | Type 1 | Type 2 | Type 3 | | Load (kN) | Displacement (mm) | Load (kN) | Displacement (mm) | Load (kN) | Displacement (mm) |
| | Initial crack | 6.3 | 2 | 6.6 | 3 | 7.16 | 5 | | Crack width 0.5 mm | 9.6 | 15 | 9.6 | 15 | 10.21 | 15 | | Failure stage | 8.8 | 45 | 9.53 | 45 | 9.6 | 45 |
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