Research Article
Influence of Fly Ash, Bottom Ash, and Light Expanded Clay Aggregate on Concrete
Table 4
Load versus deflection of control specimen.
| Load (KN) |
Deflection (mm) (0% replacement of fly ash, bottom ash, and LECA) | Left | Middle | Right |
| 0 | 0 | 0 | 0 | 3.92 | 0.21 | 0.252 | 0.194 | 7.84 | 0.284 | 0.324 | 0.284 | 11.77 | 0.42 | 0.54 | 0.5 | 15.69 | 0.58 | 0.756 | 0.631 | 19.62 | 0.745 | 0.978 | 0.785 | 23.54 | 1.031 | 1.234 | 1.016 | 27.46 | 1.202 | 1.512 | 1.198 | 31.39 | 1.382 | 1.962 | 1.391 | 35.32 | 1.594 | 2.264 | 1.624 | 39.24 | 1.828 | 2.789 | 1.841 | 43.16 | 1.972 | 2.936 | 1.986 | 47.03 | 2.052 | 3.142 | 2.034 | 51.01 | 2.21 | 3.364 | 2.198 | 54.94 | 2.352 | 3.724 | 2.346 | 58.86 | 2.41 | 4.125 | 2.402 | 62.78 | 2.57 | 4.589 | 2.556 | 66.71 | 2.625 | 4.96 | 2.618 | 70.63 | 2.715 | 5.146 | 2.708 | 74.56 | 2.86 | 5.476 | 2.846 | 78.48 | 3.14 | 5.742 | 3.008 | 82.41 | 3.46 | 5.969 | 3.396 | 86.32 | 4.19 | 6.326 | 4.07 |
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