A steel section is subjected to a combination of shear and bending actions. The applied shear force is $V$ and the shear capacity of the section is $V_s$. For such a section, high shear force (as per $IS : 800 – 2007$) is defined as

1. $V>0.6V_s$
2. $V>0.7V_s$
3. $V>0.8V_s$
4. $V>0.9V_s$