Experimental Study on the Bending Behavior of Steel-Wood Composite Beams

Table 6

Comparison of bending bearing capacities between calculation and test results.

Test piece number	Mw (kN·m)	Ms (kN·m)	Mcal (kN·m)	Mexp (kN·m)	Mcal/Mexp	Mw/Mcal
L-1	/	48.4	48.4	47.25	1.02	/
L-2	46.4	48.3	94.7	81	1.16	0.4 9
L-3	22.4	20.4	42.8	41.85	1.02	0.52
L-4	46.4	48.3	94.7	92.25	1.03	0.49

Note. and are the calculated and experimental values of the bending moments of the specimen under the limit of bearing capacity.