Study on Flexural Behaviour of Box Section Bamboo-Steel Composite Beams

Table 5

Comparison of flexural bearing capacities between calculated and experimental values.

Specimens	Mb (kN·m)	Ms (kN·m)	M (kN·m)	Mexp (kN·m)
B-2	5.10	7.65	12.75	14.00	0.40	1.10
B-3	12.78	7.65	20.43	26.00	0.63	1.27
B-4	10.04	8.69	18.73	24.00	0.54	1.28
B-5	12.01	13.53	25.54	28.00	0.47	1.10
B-6	10.29	13.17	23.46	28.00	0.44	1.19