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An aluminum bar having a cross-sectional area of 0.5 𝑖𝑛 carries the axial loads applied at the positions…

An aluminum bar having a cross-sectional area of 0.5 𝑖𝑛 carries the axial loads applied at the positions shown in the figure. Compute the total change in length of the bar if 𝐸 = 10 Γ— 10 𝑝𝑠𝑖. Assume the bar is suitably braced to prevent lateral buckling. 

1. An aluminum bar having a cross-sectional area of 0.5 𝑖𝑛 carries the axial loads applied at the positions shown in the figure. Compute the total change in length of the bar if 𝐸 = 10 Γ— 10 𝑝𝑠𝑖. Assume the bar is suitably braced to prevent lateral buckling.
1. An aluminum bar having a cross-sectional area of 0.5 𝑖𝑛 carries the axial loads applied at the positions shown in the figure. Compute the total change in length of the bar if 𝐸 = 10 Γ— 10 𝑝𝑠𝑖. Assume the bar is suitably braced to prevent lateral buckling.
1. An aluminum bar having a cross-sectional area of 0.5 𝑖𝑛 carries the axial loads applied at the positions shown in the figure. Compute the total change in length of the bar if 𝐸 = 10 Γ— 10 𝑝𝑠𝑖. Assume the bar is suitably braced to prevent lateral buckling.
1. An aluminum bar having a cross-sectional area of 0.5 𝑖𝑛 carries the axial loads applied at the positions shown in the figure. Compute the total change in length of the bar if 𝐸 = 10 Γ— 10 𝑝𝑠𝑖. Assume the bar is suitably braced to prevent lateral buckling.

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