Table 6 Comparative results for welded beam design problem

2.3854

6.3996

3.2551

0.9590

2.4426

2.6315

2.5215

0.022184

2.3811

2.4889

2.4041

0.032194

1.70808

1.94076

2.52106

0.250234

1.724853

1.736725

1.726482

0.003257

1.7312065

1.8786560

2.3455793

0.2677989

1.7335

1.824105

1.768158

0.022194

2.3810

2.3110

2.3819

0.00523

1.7280

1.782143

1.748831

0.012926

1.724852

1.734852

1.741913

0.031

1.723589

1.727211

1.725124

0.004325

1.726995

1.727128

1.727564

0.001157

1.820395

3.048231

2.230310

0.324525

1.725472

1.741651

1.729680

0.004866

1.725661

1.726064

1.725828

0.000287

1.873971

2.320125

2.119240

0.034820

1.70541

1.72874

1.72625

0.000284

1.70845

1.72698

1.71542

0.000354

1.69782

1.72584

1.72421

0.000132