Answers without free body diagrams or calculations will be severely penalized.

xyz$-$ last three digits of your Eagle ID $($xyz$=630)$

Determine the deflection at points $B$ and $C$ for the beam shown.

Young's modulus $=xyz00$ksi, Moment of inertia $=xyz0i{n}^4,$ Section depth $=xyz$ in$,$

symmetric section.

Determine the support reactions for the beam shown.

Young's modulus $=xyz00$ksi, Moment of inertia $=xyz0i{n}^4,$ Section depth $=27$

in$,$ symmetric section.