Consider the frame shown below:
If all the members have same length l and same flexural rigidity EI, then stiffness matrix for the structure corresponding to degree of freedom 1 and 2 is
RC×L=12EIL2
∴k11=RC=12EIL3
k12=k21=6EIL2
Fork22
k22=4EIL+3EIL=7EIL
∴ K = ⎛⎜⎝12EIL36EIL26EIL27EIL⎤⎥⎦