Research Article
Influence of Fly Ash, Bottom Ash, and Light Expanded Clay Aggregate on Concrete
Table 5
Load versus deflection of beam with optimum mix.
| Load (KN) | Deflection (mm) |
(5% replacement of fly ash, bottom ash, and LECA) | Left | Middle | Right |
| 0 | 0 | 0 | 0 | 3.92 | 0.205 | 0.25 | 0.207 | 7.84 | 0.29 | 0.321 | 0.285 | 11.77 | 0.45 | 0.536 | 0.458 | 15.69 | 0.54 | 0.76 | 0.535 | 19.62 | 0.81 | 1.02 | 0.793 | 23.54 | 1.037 | 1.231 | 1.037 | 27.46 | 1.198 | 1.507 | 1.20 | 31.39 | 1.375 | 1.96 | 1.379 | 35.32 | 1.584 | 2.265 | 1.582 | 39.24 | 1.815 | 2.785 | 1.816 | 43.16 | 2.05 | 2.937 | 2.02 | 47.03 | 2.07 | 3.14 | 2.05 | 51.01 | 2.15 | 3.361 | 2.17 | 54.94 | 2.38 | 3.72 | 2.38 | 58.86 | 2..46 | 4.118 | 2..47 | 62.78 | 2.56 | 4.587 | 2.54 | 66.71 | 2.61 | 4.95 | 2.615 | 70.63 | 2.69 | 5.143 | 2.69 | 74.56 | 2.84 | 5.472 | 2.838 | 78.48 | 3.11 | 5.74 | 3.115 | 82.41 | 3.4 | 5.965 | 3.4 | 86.32 | 4.05 | 6.321 | 4.05 |
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