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Official Journal of the Japan Wood Research Society

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Table 4 Comparison between calculated values and test results

From: The bending properties of bamboo strand board I-beams

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