Deflection due to Axial Loads
X
4 kN/m
100 kN
100 m
Figure: Linearly Elastic, Prismatic bar loaded with distributed and point axial loads.
Given that the bar's cross sectional area, A = 0.0025 m² and Young's Modulus, E = 120 GPa, complete the following.
Part 1: Find deflection, $\delta$, of the end of the bar (x= 100 m).
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Part 2: Find maximum deflection, $\delta_{max}$, occurring anywhere in the bar.
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