Research Article

Bearing Capacity of Light-Steel Compound Section and Steel Columns under Axial Compression

Table 5

Comparison of the finite element between built-up and profiled steel columns.

Specimen classificationLength (mm)Finite element (kN)Area (mm2)

CU type1,200253.21248
4C type300.31278
ZF type448.61943
CF type456.42106
—1.521.64
—1.771.56