Research Article
Bearing Capacity of Light-Steel Compound Section and Steel Columns under Axial Compression
Table 3
Comparison of test values between built-up section and profiled steel section.
| | Specimen classification | Length (mm) | Experiment average (kN) | Area (mm2) | Failure mode |
| | 4C type | 1,200 | 237.9 | 1,248 | Local compression failure | | CU type | 278.7 | 1,278 | Local compression failure | | ZF type | 435.3 | 1,943 | Local compression failure | | CF type | 435.7 | 2,106 | Local compression failure | | — | 1.56 | 1.64 | — | | — | 1.8 | 1.56 | — |
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