Problem $2\mathrm{.}2.$ A frame is subject to a horizontal point load $F_p.$ For each of the members, $EA=$ and $i_0=i_1.$ Each of the horizontal elements has the length of $l,$ whereas each of the vertical elements has the length of $h.$ Use slope deflection method.

$(1)$ Draw the shear force diagram $($SFD$)$ with the sign label $($positive shear is along clockwise direction$).$

$(2)$ Draw the bending moment diagram $($BMD$).$ Note that bending moment should be drawn on the tension side. Hint: simply the frame by symmetry.

Please show clear steps, thank you so much $.$ i need it for a pass TT