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The document summarizes the structural analysis of a beam with 8 nodes (q1 to q8) and 3 bars. It provides the node configurations, applied loads, stiffness matrices for each bar, and the global stiffness matrix. It then calculates the unknown displacements (q4, q6), reactions (VA, VB, VC, VD), and bending moment (MA, MD) at the supports. Graphs of the elastic curve, shear and moment diagrams are also included.
- Author
- german vergara
- Language
- EN