Research Article

Determination of Critical Load in a Nonuniform Circular Steel Column under the Eccentric Axial Load

Table 4

The average and minimum discrepancies, case B.

(mm)ā€‰Analytic
experiment
Numeric
experiment
CREO
experiment

12Minimum5.093%0.147%1.061%
Average8.316%4.845%5.678%
Maximum12.886%9.519%10.342%
5% perc.5.093%0.147%1.061%
50% perc.8.272%5.328%6.149%
95% perc.12.886%9.519%10.342%

14Minimum0.008%0.298%0.133%
Average4.468%1.619%1.627%
Maximum7.619%3.470%3.488%
5% perc.0.008%0.298%0.133%
50% perc.5.167%1.277%1.270%
95% perc.7.619%3.470%3.488%