Mechanical Properties and Strength Grading of Engineered Bamboo Composites in China

Table 5

The details of the best-fit distribution functions of strengths for EBC.

Group	Compression		Tension		Shear
	fc, 0	fc, 90	ft, 0	ft, 90	fs, 0	fs, 90
EBC1	x − N (112.89, 8.57^2)	x − N (46.15, 5.02^2)	x − N (141.73, 34.09^2)	x − W (5.63, 5.62)	x − W (24.41, 6.23)	x − N (26.11, 6.02^2)
EBC2	x − N (119.04, 9.20^2)	x − N (51.19, 9.13^2)	x − N (130.60, 26.35^2)	x − L (1.98, 0.15^2)	x − W (17.64, 4.85)	x − N (40.35, 6.13^2)
EBC3	x − N (99.29, 4.40^2)	x − N (47.64, 5.68^2)	x − N (133.19, 16.72^2)	x − W (10.13, 5.88)	x − W (20.09, 6.77)	x − N (34.45, 4.04^2)
EBC4	x − N (66.72, 7.49^2)	x − N (27.09, 5.05^2)	x − N (99.90, 33.85^2)	x − N (2.66, 0.84^2)	x − L (2.16, 0.30^2)	x − N (3.02, 0.17^2)
EBC5	x − N (101.95, 6.59^2)	x − N (35.54, 7.04^2)	x − N (125.86, 25.27^2)	x − W (3.51, 3.23)	x − W (11.75, 4.20)	x − W (34.65, 8.10)
EBC6	x − N (59.44, 4.30^2)	x − N (15.10, 3.18^2)	x − N (127.71, 21.33^2)	x − W (4.61, 6.60)	x − W (16.51, 7.38)	x − N (18.49, 2.18^2)
EBC7	x − N (55.93, 5.07^2)	x − N (16.08, 1.98^2)	x − N (124.25, 29.80^2)	x − N (5.03, 0.54^2)	x − W (11.45, 4.06)	x − W (23.19, 7.20)
EBC8	x − N (59.36, 4.75^2)	x − N (15.24, 1.97^2)	x − N (103.71, 18.97^2)	x − W (6.04, 3.77)	x − W (15.60, 6.71)	x − N (17.87, 2.36^2)
EBC9	x − N (69.22, 4.36^2)	x − N (16.37, 1.33^2)	x − L (4.75, 0.19^2)	x − W (7.30, 6.53)	x − L (2.46, 0.20^2)	x − N (12.83, 2.57^2)

Note. : x − N (, ): ; x − L (, ): ; x − W (, ): .