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For a beam, if fundamental equations of statics are sufficient to determine all the reactive forces at the supports, the structure is said to be
Determinate
Statically determinate
Statically indeterminate
None of these
Statically determinate
A structure is called statically determinate if all its support reactions and internal forces can be uniquely calculated using only the three equations of static equilibrium (тИСFxтАЛ=0, тИСFyтАЛ=0, тИСM=0 for a 2D system) ┬╖ If the number of unknown reactions exceeds the number of independent equilibrium equations, the structure is classified as statically indeterminate.
A structure is called statically determinate if all its support reactions and internal forces can be uniquely calculated using only the three equations of static equilibrium (тИСFxтАЛ=0, тИСFyтАЛ=0, тИСM=0 for a 2D system) ┬╖ If the number of unknown reactions exceeds the number of independent equilibrium equations, the structure is classified as statically indeterminate.
r=3+c тАФ Determinacy condition for a 2D beam structure
DsтАЛ=rтИТ(3+c) тАФ Degree of static indeterminacy
In a 2D plane structure, there are 3 equilibrium equations available ┬╖ Let 'r' be the number of unknown reactions and 'c' be the number of condition equations (like internal hinges) ┬╖ If r=3+c, the structure is stable and determinate ┬╖ If r>3+c, the structure is statically indeterminate and requires deformation-based compatibility equations to solve for the extra unknowns.
Statically determinate structures do not experience internal stresses due to temperature changes or support settlements.
The stability of a structure must be verified before checking for determinacy.
Indeterminate structures are generally stiffer and have higher redundancy, making them safer against progressive collapse.
Simple analysis using basic equilibrium equations.
Internal forces are independent of material properties and support settlements.
Lower structural redundancy compared to indeterminate structures.
Higher material requirement for long-span conditions compared to continuous (indeterminate) designs.
Simply supported beams
Cantilever beams
Three-hinged arches
For 3D structures, there are 6 equilibrium equations, so the criteria becomes r=6.
Option C refers to redundant structures where unknowns exceed equilibrium equations, requiring compatibility of deformations.
B is correct тАФ A structure is statically determinate when the number of independent equilibrium equations equals the number of unknown reactions.
In competitive exams, always check if the structure is stable first; an unstable structure can have r=3 but still not be 'determinate' in the engineering sense.