Research Article
Study on Steel Content Estimation of Reinforced Concrete Rectangular Pool Wall
Table 3
Rebar configurations of different wall thicknesses.
| Wall thickness | 250 | 300 | 350 |
| Actual rebar configuration | φ25@100 | φ28@125 | φ22@100 | φ25@125 | φ28@125 | φ20@100 | φ22@100 | φ25@125 | φ28@150 | Actual reinforcement area | 4910 | 4928 | 3800 | 3928 | 4928 | 3140 | 3800 | 3928 | 4107 | Wall thickness | 400 | 450 | Actual rebar configuration | φ20@100 | φ22@125 | φ25@150 | φ28@150 | φ18@100 | φ20@125 | φ22@125 | φ25@150 | φ28@200 | Actual reinforcement area | 3140 | 3040 | 3274 | 4107 | 2540 | 2512 | 3040 | 3274 | 3080 | Wall thickness | 500 | 550 | Actual rebar configuration | φ18@100 | φ20@125 | φ22@150 | φ25@200 | φ28@200 | φ16@100 | φ18@100 | φ20@150 | φ22@150 | Actual reinforcement area | 2540 | 2512 | 2534 | 2455 | 3080 | 2010 | 2540 | 2094 | 2534 | Wall thickness | 550 | 600 | 650 | Actual rebar configuration | φ25@200 | φ14@100 | φ16@100 | φ18@125 | φ20@150 | φ22@200 | φ25@200 | φ28@200 | φ14@100 | Actual reinforcement area | 2455 | 1540 | 2010 | 2032 | 2094 | 1900 | 2455 | 3080 | 1540 | Wall thickness | 650 | 700 | Actual rebar configuration | φ16@125 | φ18@150 | φ20@150 | φ22@200 | φ25@200 | φ28@200 | φ14@100 | φ16@125 | φ18@150 | Actual reinforcement area | 1608 | 1694 | 2094 | 1900 | 2455 | 3080 | 1540 | 1608 | 1694 | Wall thickness | 700 | 750 | Actual rebar configuration | φ20@200 | φ22@200 | φ25@200 | φ28@200 | φ14@100 | φ16@125 | φ18@150 | φ20@200 | φ22@200 | Actual reinforcement area | 1570 | 1900 | 2455 | 3080 | 1540 | 1608 | 1694 | 1570 | 1900 | Wall thickness | 750 | 800 | Actual rebar configuration | φ25@200 | φ28@200 | φ16@125 | φ18@150 | φ20@150 | φ22@200 | φ25@200 | φ28@200 | Actual reinforcement area | 2455 | 3080 | 1608 | 1694 | 2094 | 1900 | 2455 | 3080 |
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