Using the slope$-$defection method $4,$ analyze the structure shown below. In addition to the loading shown on the sketch below, joint $(2)$ settles $($moves dowmward$)12mm.$ Plot shear force and bending moment diagrams. For each member on each diagram,calculate and indicate the magnitude of the maximum and minimum ordinates $($Minimum ordinates are frequently negative values$).$ Both members are inextensible and have the same EI value which is $5\mathrm{.}33{10}^{4}kN*m^2.$ Using the slope$-$defection method or the moment$-$distribution method, analyze the

structure shown below. In addition to the loading shown on the sketch below, joint $(2)$

settles $($moves dowmward$)12mm.$ Plot shear force and bending moment diagrams. For

each member on each diagram,calculate and indicate the magnitude of the maximum and

minimum ordinates $($Minimum ordinates are frequently negative values$).$ Both members

are inextensible and have the same EI value which is $5\mathrm{.}33{10}^{4}kN.m^2.$