Research Article
Structural Behavior of Precast Lightweight Foam Concrete Sandwich Panel with Double Shear Truss Connectors under Flexural Load
Table 4
Maximum deflection in each panel.
| Specimen | Ultimate load (kN) | Maximum deflection (mm) | Frist crack load (kN) |
| PLFP-1 | 10.8 | 9.1 | 5 | PLFP-2 | 8.2 | 13.9 | 3.2 | PLFP-3 | 24 | 24.1 | 9 | PLFP-4 | 25.6 | 22.1 | 5.1 |
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