Question $9$

Given the overhang beam below, and using the method of sections:

The internal shear in kN at point E is mostly near

$-4$

$3\mathrm{.}8$

$4\mathrm{.}9$

$-3\mathrm{.}8$

$0$

$\backslash (-4\mathrm{.}9\backslash )$