For the overhanging beam with cross$-$sectional shape shown:

a$.$ Draw the shear and moment diagrams for the beam.

b$.$ Determine the maximum tensile stress produced in the beam, and state where it occurs $($indicate the distance from the left end of the beam to the cross$-$section that experiences the maximum tensile stress, and indicate what points on that cross$-$section feel that maximum value of stress$).$

c$.$ Repeat part $b$ for the maximum compressive stress.

d$.$ Repeat part $b$ for the maximum shear stress.

e$.$ For a cross$-$section $2m$ to the right of $A,$ determine the maximum tensile stress.

f$.$ For a cross$-$section $2m$ to the right of $A,$ determine the maximum compressive stress.

g$.$ For a cross$-$section $2m$ to the right of $A,$ determine the normal stress at a point $10mm$ below the flange$/$web intersection, and state whether it is tensile or compressive.

h$.$ For a cross$-$section $2m$ to the right of $A,$ determine the normal stress at point $H,$ and state whether it is tensile or compressive.

i$.$ Draw the normal stress distribution for the cross$-$section $2m$ to the right of $A.$

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 $A.$