Solve the continuous beam shown by using the Slope Deflection Equation. EI is constant. Solution must include:

a$)$ Free body diagram with complete end moments and shear, and

b$)$ Shear Force and Bending Moment Diagrams with values of maximum positive and negative moment for each member.

A problem statement must be written $($your unknowns and no$.$ of equilibrium equations must be stated prior to calculation$)$

It is recommended that the modified equation for a simple end support be used and advantage of symmetry be taken to help reduce the unknowns.

Wrong stiffness and FEM will result in zero points $-$ meaning you are judged not to have the ability to solve the structure at all.

$a=6$

$c=0$

$b=4$

$d=3$

Note:

$\backslash$table$[[$a$,$b$,,c,$d$],[L_1,,=\frac{a+c+d}{2},,m$