A compound bar loaded as shown in Fig. 13.35 has a gap of (1.0 mathrm{~mm}). Calculate The
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A compound bar loaded as shown in Fig. 13.35 has a gap of \(1.0 \mathrm{~mm}\). Calculate The stresses in the two bars. \(E_{s}=200 \mathrm{GP}_{a}, E_{c i}=105 \mathrm{GPa}\).
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