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3. The truss structure shown in Figure 3 is subjected to a vertical force P = 1. Let a = 1. Each bar has

3. The truss structure shown in Figure 3 is subjected to a vertical force ( P=1 ). Let ( mathrm{a}=1 ). Each bar has the

3. The truss structure shown in Figure 3 is subjected to a vertical force P = 1. Let a = 1. Each bar has the same EA 1. Calculate the nodal displacements by the displacement method. P A -a N Figure 3

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