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categoryهندسة مدنية schoolبكالوريوس event_available2026-07-14

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. Consider the bar in Fig. 3.7 loaded as shown. Determine the nodal displacements, element stresses, and support reactions. Solve this problem by hand calculation, adopting the elim- ination method for handling boundary conditions. Verify your results using program FEMID 250 mm² P = 300 kN 400 mm² X

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