Experimental Analysis of Eccentric Compression Performance of Larch Wood-Steel Composite Columns

Table 5

Test results of type B composite columns.

Specimen number	(mm)	(kN)
Z-5	26.05	381.56
Z-6	27.00	457.38
Z-7	16.78	682.40
Z-8	17.79	794.78

Note: P_u represents the maximum stress of the specimen. δ_max represents the maximum deflection of the specimen.