$(5)$

Given:

Given: $0\mathrm{.}0006m^4,E=2{10}^{6}k\frac{N}{m^2}$

same for all members

Required:

Using the Slope Deflection Method, determine,

$($a$)$ Slope Deflection equations for all the members $($final result by substituting given EI$,$ otherwise no points$)10$ pts$.$

$($b$)$ Equilibrium Equations $($in matrix form, otherwise no points$)$

$15$ pts$.$

$($c$)$ Rotations at the joints

$6$ pts$.$

$($d$)$ Member end moments for member $2$

$8$ pts$.$

$($e$)$ Shear Force and Bending Moment diagrams for member BC

$12$ pts$.$