The lacing bars in steel columns should be designed for -

[Dnyan Deshmukh]

The lacing bars in steel columns should be designed for -

• 2.5 % of the column load
• 0.5 % of the column load
• 2.5 % of the column load as shear force
• Nominal load only.

The correct Answer Is
2.5 % of the column load as shear force

 

[sane123]

The correct Answer Is
2.5 % of the column load as shear force