Problem $2$

$[20$ Credits$]$

The determinate frame of Fig. $2.$a is analysed under the given loading and the slope of the elastic

curve at joint A was found to be $\backslash$theta $\backslash$Alpha $=-1\mathrm{.}667$x$10-3$

rad. Then, the pin$-$support at A is replaced by

a fixed support, as shown in Fig. $2.$b$.$ Use the above information and implement the Method of

Consistent Deformations to calculate all the reactions of the indeterminate frame in Fig. $2.$b$.$