Research Article
Flexural Properties of Steel-Bamboo Composite Slabs in Different Connection Methods
Table 3
Test results of large-scale specimens.
| | 
 |  | Specimens | Screws spacing (mm) | (kN) | (mm) | (kN/mm) |  | 
 |  | PBS-5 | — | 4.74 | 10.65 | 0.44 |  | PBS-6 | — | 6.55 | 13.83 | 0.47 |  | PBS-7 | — | 7.16 | 14.12 | 0.51 |  | CBS-5 | 200, 200 | 12.21 | 17.48 | 0.70 |  | CBS-6 | 200, 200 | 14.76 | 19.54 | 0.76 |  | CBS-7 | 200, 200 | 14.86 | 18.86 | 0.79 |  | RCBS-7-1 | 200, 400 | 23.81 | 36.41 | 0.65 |  | RCBS-7-2 | 200, 200 | 29.82 | 58.74 | 0.51 |  | RCBS-7-3 | 200/100, 200 | 28.35 | 56.65 | 0.50 |  | 
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| Note.is the ultimate load on bamboo-steel composite slab;   is the maximum midspan deflection of bamboo-steel composite slab;   is stiffness per unit. |