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

Table 2

Mechanical index of materials.

Material
Larch	—	—	—	14.28 GPa	70.46 MPa	42.63 MPa
H-shaped steel	203 GPa	215 MPa	335 MPa	—	—	—

Note. represents the hot-rolled H-beam elastic modulus; represents the yield strength of the hot-rolled H-beam; represents the limit strength of the hot-rolled H-beam; represents the elastic modulus of deciduous larch wood; represents the flexural strength of deciduous larch; represents the compressive strength of deciduous larch.