using the slope defelction method, analysze the strucuture shown below. In addition to the loads shown on the skecth below, joint #$3$ settles $($ moves downward$)0\mathrm{.}01$ m$.$ Plot shear force and bending moment diagrams. For each memeber on each diagragm, indicate the magnitude of the maximum positive and negative values. All memebrs are inextensible and have the same value whcih is $204$ x $10^4$ KN$.$M$^2$