Problem$-3$

For the frame shown, support D settles $0\mathrm{.}05$ m $.$ Compute the reaction of supports A and C using slope$-$deflection. Given: $EI=80000kn-m^2.$

The answer should have the following moments:

MAC$=8\mathrm{.}775Ka-m$

MCA$=-187\mathrm{.}09Ka-m$

$MCD=187\mathrm{.}09Ka-m$

$MDC=0$