$EI=$ constant

Problem $2(40$ points$).$ For the given frame with $E=29,000$ksi$-$and $J=60-$inch, answer the questions using Moment$-$Area Method:

$($a$)[10$ points$]$ Draw the curvature diagram of the frame.

$($b$)[20$ points$]$ Moment$-$Area Method: Draw the elastic curve and show the geometrie relations to find the slope angle at point $C,{}_C,$ and the horizontal displacement at point $B,{}_B.$

$($c$)[10$ points$]$ Moment$-$Area Method: Calculate ${}_B.$

BMD but with EI