Research Article
The Design of a Semi-Prefabricated LVL-Concrete Composite Floor
Table 2
Stress and deflection ratios for different ULS and SLS verifications.
| Type of verification | ULS | ULS | ULS | SLS | SLS | Short-term | Long-term | Long-term | Short-term | Long-term | Load combination, | | | | | |
| Timber—axial stress | 0.52 | 0.53 | 0.28 | — | — | Timber—shear stresses | 0.44 | 0.44 | 0.08 | — | — | Timber—bearing at support | 0.69 | 0.69 | 0.34 | — | — | Concrete—compr. stresses | 0.32 | 0.29 | 0.10 | — | — | Connection—shear at | 0.88 | 0.87 | 0.42 | — | — | Connection—shear at | 0.74 | 0.72 | 0.35 | — | — | Midspan deflection | — | — | — | 0.33 | 0.87 |
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