Research Article
Load Deflection Relationship of a Solid Slab under the Action of Construction Loads
Table 6
Excerpt of loads recorded on load cells 1 to 4.
| Time interval (minutes) | Cumulative time interval (minutes) | Load on load cells 1 to 4 (kg) | Activity | 1 | 2 | 3 | 4 |
| ā | ā | 24.29 | 19.89 | 81.14 | 79.44 | B.C | 0 | 0 | 167.76 | 128.08 | 233.39 | 254.8 | S.O.C | 10 | 10 | 167.92 | 127.73 | 233.23 | 254.78 | E.O.C | 15 | 25 | 168.08 | 127.63 | 233.22 | 254.78 | Setting | 6 | 31 | 168.42 | 127.44 | 233.19 | 254.87 | Setting | 6 | 37 | 168.68 | 127.29 | 233.16 | 255.09 | Setting |
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B.C: before casting; S.O.C: start of casting; E.O.C: end of casting (application of full load); DG-X: dial gauge number.
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