Research Article
Load Deflection Relationship of a Solid Slab under the Action of Construction Loads
Table 3
Construction load distribution on sites around Kampala.
| S/N | Item | No | Percentage (%) |
| 1 | Reinforcement, timber, steel | 1 | 1 | 2 | Timber formwork | 13 | 13.0 | 3 | Timber poles | 13 | 13.0 | 4 | Timber for roofing | 5 | 5.0 | 5 | Timber formwork and poles | 2 | 2.0 | 6 | Timber boards | 1 | 1.0 | 7 | Tanks | 3 | 3.0 | 8 | Tank and sand | 1 | 1.0 | 9 | Bricks | 9 | 9.0 | 10 | Blocks | 10 | 10.0 | 11 | Sand | 13 | 13.0 | 12 | Bricks and sand | 4 | 4.0 | 13 | Blocks and sand | 1 | 1.0 | 14 | Sand and poles | 1 | 1.0 | 15 | Aggregates | 4 | 4.0 | 16 | Max span | 7 | 7.0 | 17 | Aggregates and max pans | 1 | 1.0 | 18 | Max pans and poles | 1 | 1.0 | 19 | Debris | 5 | 5.0 | 20 | Iron sheets and tanks | 1 | 1.0 | 21 | Blocks and tanks | 1 | 1.0 | 22 | Steel | 1 | 1.0 | 23 | Steel formwork and bricks | 1 | 1.0 | 24 | Bricks, sand, mixer | 1 | 1.0 | Subtotal | 100 | 100 | 25 | Sites without construction loads | 24 | 19.4 | Total | 124 | 100 |
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