In the given structure, members AB and BC are frame members $($EA $=40,000$ kN and EI $=10,000$ kN$.$m$2),$ and member AC is a truss member $($EA $=10,000$ kN$).$ The axial force on the truss member for thegiven loading is $5\mathrm{.}336$ kN $($Tension$).$ Calculate the values of all degrees of freedom and sketch the Q$1)$ In the given structure, members $AB$ and $BC$ are frame members $(EA=40,000kN$ and $EI=10,000$

$kN.m^2),$ and member $AC$ is a truss member $(EA=10,000kN).$ The axial force on the truss member for the

given loading is $5\mathrm{.}336kN($Tension$).$ Calculate the values of all degrees of freedom and sketch the

deformed shape of the structure?deformed shape of the structure?