Problem $1$

Solve Problem $2$ in HW#$8$ with support settlement:

Determine the member end moments and reactions for the frame shown below using the slope$-$

deflection method. Draw the bending moment diagram. Note that in addition to the external loads,

there is a settlement of $6mm$ at $A.$

$EI=$ constant

$E=200$GPa

$I=1,360({10}^6)m{m}^4$