We need to plot the shear stress, \(\tau_{\text{rasi}}\), versus the position \(x\) along a series of shafts welded together. The shear moduli for the materials are given as:
- \(G_A = 10 \times 10^6 \, \text{psi}\)
- \(G_s = 20 \times 10^6 \, \text{psi}\)
- \(G_C
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