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Statically indeterminate structures exhibit more unknowns than the equations available to solve them, allowing for lower internal forces and increased safety due to redundancy. However, their analysis is more complex and requires satisfying conditions of equilibrium, force-displacement relationships, and compatibility of displacements. The chapter introduces the flexibility method for analyzing such structures through examples like a cable-supported plate and a propped cantilever beam.
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Term: Statically Indeterminate Structure
Definition: A structure with more unknown forces than available equations of equilibrium.
Term: Flexibility Method
Definition: A method for analyzing statically indeterminate structures relying on compatibility of displacements and force-displacement relationships.
Term: Displacement Compatibility
Definition: The requirement that displacements in a structure are continuous and free of discontinuities.