j$.$ For a cross$-$section $2m$ to the right of $A,$ determine the shear stress at point $H$ on that cross$-$section.

k$.$ For a cross$-$section $2m$ to the right of $A,$ determine the shear stress at a point just above the flange$/$web intersection.

I. For a cross$-$section $2m$ to the right of $A,$ determine the shear stress at a point just below the flange$/$web intersection.

$m.$ For a cross$-$section $2m$ to the right of $A,$ determine the shear stress at a point $10mm$ below the flange$/$web intersection.

n$.$ For a cross$-$section $2m$ to the right of $A,$ determine the shear stress at a point on the neutral axis.

o$.$ Draw the shear stress distribution of a cross$-$section $2m$ to the right of $A.$