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

Column	Temperature load	[kN]	[mm]	[mm]
D	0.67 × exp	134	6.3
	exp	138	8.5
	1.33 × exp	140	10.3
E	0.67 × exp	420	6.3	−7.2
	exp	399	8.5	−9.9
	1.33 × exp	387	10.3	−12.4
F	0.67 × exp	405	6.3	−7.4
	exp	383	8.5	−10.5
	1.33 × exp	374	10.3	−13.4