Official Journal of the Japan Wood Research Society
Table 4 Ultimate load of specimens
From: Study on flexural performance of prestressed glulam continuous beams under control influence
Control range (%) | Beam code | Ultimate load (kN) | Average (kN) | Increased ratio (%) |
|---|---|---|---|---|
0 | L01 | 29.15 | 30.08 | – |
L02 | 31.01 | |||
18 | L11 | 33.02 | 34.17 | 13.60 |
L12 | 35.32 | |||
24 | L21 | 40.44 | 40.77 | 35.54 |
L22 | 41.10 | |||
30 | L31 | 45.42 | 44.04 | 46.41 |
L32 | 42.66 | |||
36 | L41 | 44.23 | 43.19 | 43.58 |
L42 | 42.15 | |||
42 | L51 | 44.70 | 43.65 | 45.11 |
L52 | 42.60 |