Table 6 EAI and stiffness of all slab specimens.
Slab | A1 | A2 | A1Â +Â A2 | EAI | K i | K s |
|---|---|---|---|---|---|---|
S1 | 5.88 | 3.25 | 9.13 | 1.55 | 40.0 | 10.7 |
S2 | 4.5 | 10.8 | 15.3 | 3.40 | 44.0 | 16.0 |
S3 | 4.8 | 12.69 | 17.49 | 3.64 | 38.3 | 15.0 |
S4 | 4.97 | 29.6 | 34.57 | 6.96 | 35.7 | 19.2 |
S5 | 4.48 | 47.52 | 52 | 11.61 | 45.0 | 21.9 |
S6 | 6.53 | 63.44 | 69.97 | 10.72 | 50.0 | 16.1 |
S7 | 13.41 | NA | NA | NA | 43.8 | 12.8 |