Computer · Structural Analysis
Why is the Slope-Deflection Method often considered more convenient than the Force Method for analysing kinematically determinate or low kinematic indeterminacy continuous beams and frames?
- 1It cannot be used for multi-storey frames
- 2It involves fewer unknown joint displacements, yielding fewer simultaneous equations to solve✓
- 3It requires writing flexibility compatibility equations for redundant forces
- 4It is limited strictly to statically determinate structures
Correct answer
It involves fewer unknown joint displacements, yielding fewer simultaneous equations to solve
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