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Q7) Find the member forces in the truss shown in Fig.7 using method of Consistent Deformations. Assume AE is constant for all the members. 120 kN 12 ft 9 ft Figure 7

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nSNer Cl |&nel woletan.nacy ;. 3-3 plen7 Aを A눈 Si 5S 40 AE AE $8 31 A E AE 583 2 105, δ4D Menbi Nettorce 44 08n ad d.

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