Express your answer using three significant figures.

The bar is supported by a roller constraint at $B,$ which allows vertical displacement but resists axial load and moment. The bar is subjected to the loading shown in $($Figure $1).$ Suppose that $P=220lb.EI$ is constant. Follow the sign convention.

Figure

$1$ of $1$

${}_A=$

$\frac{1k*f{t}^2}{EI}$

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Part B

I

Determine the deflection at $C$

Express your answer using three significant figures.

$v_C$

$\frac{1k*f{t}^3}{EI}$