Advances in Materials Science and Engineering / 2016 / Article / Tab 1

Research Article

Strengthening of Steel Columns under Load: Torsional-Flexural Buckling

Table 1

Results of parametric study: load resistance , deflection in the direction of axis caused by the fillet weld at longer flange and at shorter flange

ColumnTemperature load [kN] [mm] [mm]

D0.67 × exp1346.3
exp1388.5
1.33 × exp14010.3

E0.67 × exp4206.3−7.2
exp3998.5−9.9
1.33 × exp38710.3−12.4

F0.67 × exp4056.3−7.4
exp3838.5−10.5
1.33 × exp37410.3−13.4