Research Article
Bending Performance of Prestressed Continuous Glulam Beams
Table 2
Basic information of Group II.
| Group (number of prestressed steel bars in each span) | Beam no. | Number of spans | Prestressing force (kN) | Reinforcement ratio (%) | Stress of each steel bar (MPa) |
| 2 | LA1 | 2 | 0 | 0.96 | 0 | LA4 | 2 | 7 | 0.96 | 91.0 | LA7 | 2 | 14 | 0.96 | 182.0 |
| 4 | LA2 | 2 | 0 | 1.92 | 0 | LA5 | 2 | 7 | 1.92 | 45.5 | LA8 | 2 | 14 | 1.92 | 91.0 |
| 6 | LA3 | 2 | 0 | 2.38 | 0 | LA6 | 2 | 7 | 2.38 | 30.3 | LA9 | 2 | 14 | 2.38 | 60.6 |
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