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The member is an A-36 steel structural Tee for which $I=76.8in_{4}$. Suppose that $P=3.6k$. Use the momentarea theorems to solve this problem. The vertical deviation of the tangent at a point $(A)$ on the elastic curve with respect to the tangent extended from another point $(B)$ equals the moment of the area under the $M/EI$ diagram between the two points $(A$ and $B$ ). This moment is calculated about point $A$, where the deviation $t_{A/B}$ is to be determined. The vertical deviation of the tangent at a point $(A)$ on the elastic curve with respect to the tangent extended from another point $(B)$ equals the moment of the area under the $M/EI$ diagram between the two points $(A$ and $B$ ). This moment is calculated about point $B$, where the deviation $t_{B/A}$ is to be determined. Part B Determine the slope at $B$. Express your answer using three significant figures. Figure 1 of 1 Incorrect; Try Again Part C Determine the displacement at $C$. Express your answer using three significant figures.

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