For the frame shown below, follow the steps in the statement to analyze the frame ABC under the following loading condition.

$P_{LL}=30k,40k,W_{SW}$ Normal W$.$ Concrete, Concentrated LL are $12k$ and $5k.$ Assume the frame is pin connected at A and $C$ is a roller. Ignore column SW

Structure Analysis includes:

a$.$ Support reactions.

b$.$ Shear diagrams $($functions of $x$ and diagrams$)$ and

c$.$ Moment diagrams $($functions of $x$ and diagrams$).$

d$.$ Locations and values of maximum moment and shear

e$.$ Deflection