Official Journal of the Japan Wood Research Society
Table 4 Comparison between calculated values and test results
Beam type | Mu (kN m) | Failure mode and formula | Mcal (kN m) | Mu/Mcal | (EI)0 (× 1012 N mm2) | (EI)cal (× 1012 N mm2) | (EI)0/(EI)cal |
|---|---|---|---|---|---|---|---|
B300-1 | 57.50 | FTJ (5) | 64.85 | 0.89 | 2.76 | 3.05 | 0.90 |
B300-2 | 79.41 | FTJ (5) | 64.85 | 1.22 | 2.63 | 3.05 | 0.86 |
B300-3 | 79.21 | FT (5) | 64.85 | 1.22 | 2.64 | 3.05 | 0.87 |
W300 | 60.76 | FT (5)/SF (6) | 159.38/69.92 | 0.38/0.87 | 3.39 | 3.68 | 0.92 |
B400 | 102.01 | FCB (7)/SF (6) | 95.88/91.95 | 1.06/1.10 | 4.93 | 4.98 | 0.99 |
B600 | 230.10 | FCB (7) | 219.34 | 1.05 | 16.70 | 15.82 | 1.06 |