Problem $2$

Use the Slope Deflection Method to draw the shear and bending moment diagrams for the structure in Figure $2.$ The roller support at C settles at a distance $0\mathrm{.}01$ m $.E{l}_{\text{B}\text{E}\text{A}\text{M}}=32000kN{m}^2.$ Show all the steps of your work.

$2$

$1$

Figure $2$: Structure for Problem $2$