Two small channel sections $\backslash ($ D F $\backslash )$ and $\backslash ($ E H $\backslash )$ have been welded to the uniform beam $\backslash ($ A B $\backslash )$ of weight $\backslash ($ w$=0\mathrm{.}6\backslash$mathrm$\{$kN$\}/\backslash$mathrm$\{$m$\}\backslash )$ to form the rigid structural member shown below. This member is being lifted by two cables attached at $\backslash ($ D $\backslash )$ and $\backslash ($ E $\backslash ),$ with $\backslash (\backslash$theta$=30^\{\backslash$circ$\}\backslash ).$ The weight of the channel sections $\backslash ($ D F $\backslash )$ and $\backslash ($ E H $\backslash )$ may be neglected. Draw the shear force and bending moment diagrams for beam $\backslash ($ A B $\backslash ),$ and determine the magnitude and location of the maximum absolute value of the shear and of the bending moment. Provide the general mathematical expressions for the shear and bending moments for all segments of the diagrams.