For the beam shown below:

a$)$ Find the support moments. $(3$ pts$.)$

b$)$ Find the support reaction forces. $(3$ pts$.)$

c$)$ Find the equations for variation of shear force and bending moment diagrams throughout the span. $(3$pts$.)$

d$)$ Draw shear force and bending moment diagrams. $(3$ pts$.)$

$($Use Slope$-$Deflection equation$).EI=$ constant.

For the loaded frame shown: $($Use Slope$-$Deflection equation$).$ EI $=$ constant.

a$)$ Determine the end moments. $(5$ pts$.)$

b$)$ Draw the end moments' diagram. $(3$ pts$.)$

Use Moment$-$Distribution method, find the end moments of the beam shown below. pts$.)$

$$ Assume support $B$ and $C$ yields by $3mm$ and $5mm$ respectively.

$$ Use $E=2{10}^5\frac{N}{m}{m}^2,I=16{10}^{7}m{m}^4$