Research Article
Determination of Critical Load in a Nonuniform Circular Steel Column under the Eccentric Axial Load
Table 5
The average and minimum discrepancies, case C.
| | (mm) | | Analytic
experiment | Numeric
experiment | CREO
experiment |
| | 12 | Minimum | 4.343% | 5.836% | 25.020% | | Average | 13.331% | 14.512% | 29.635% | | Maximum | 19.808% | 20.802% | 33.718% | | 5% perc. | 4.343% | 5.836% | 25.020% | | 50% perc. | 14.709% | 15.855% | 31.033% | | 95% perc. | 19.808% | 20.802% | 33.718% |
| | 14 | Minimum | 5.081% | 6.868% | 16.849% | | Average | 9.632% | 11.109% | 17.883% | | Maximum | 12.724% | 14.024% | 20.338% | | 5% perc. | 5.081% | 6.868% | 16.849% | | 50% perc. | 10.379% | 11.826% | 17.364% | | 95% perc. | 12.724% | 14.024% | 20.338% |
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