Computer · Structural Analysis
Why is the Slope-Deflection Method considered more efficient than the Force Method for analysing structures with high kinematic indeterminacy compared to static indeterminacy?
- 1It cannot be used for beams and frames
- 2It involves unknowns as degrees of freedom, which can be fewer than redundant forces in highly statically indeterminate structures✓
- 3It requires writing compatibility equations for unknown forces
- 4It is strictly limited to structures with low degrees of indeterminacy
Correct answer
It involves unknowns as degrees of freedom, which can be fewer than redundant forces in highly statically indeterminate structures
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