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CivilStructural Mechanics-II
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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

A

Determinate

B

Statically determinate

C

Statically indeterminate

D

None of these

Correct Answer

тЪЩя╕П TE тАв Technical Concept & PrincipleCivilStructural Mechanics-II
Option B

Statically determinate

Quick Summary:

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 (тИСFx=0\sum F_x = 0тИСFxтАЛ=0, тИСFy=0\sum F_y = 0тИСFyтАЛ=0, тИСM=0\sum M = 0тИСM=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.

тЪЩя╕ПTETechnical SolutionConcept & Principle
ЁЯТб Explanation

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 (тИСFx=0\sum F_x = 0тИСFxтАЛ=0, тИСFy=0\sum F_y = 0тИСFyтАЛ=0, тИСM=0\sum M = 0тИСM=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.

ЁЯФв Key Formulas

r=3+cr = 3 + cr=3+c тАФ Determinacy condition for a 2D beam structure

Ds=rтИТ(3+c)D_s = r - (3 + c)DsтАЛ=rтИТ(3+c) тАФ Degree of static indeterminacy

тЪЩя╕П Working Principle

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+cr = 3 + cr=3+c, the structure is stable and determinate ┬╖ If r>3+cr > 3 + cr>3+c, the structure is statically indeterminate and requires deformation-based compatibility equations to solve for the extra unknowns.

ЁЯУМ Key Points
  • тЦ╕

    Statically determinate structures do not experience internal stresses due to temperature changes or support settlements.

  • тЦ╕

    The stability of a structure must be verified before checking for determinacy.

  • тЦ╕

    Indeterminate structures are generally stiffer and have higher redundancy, making them safer against progressive collapse.

тЬЕ Advantages
  • тЦ╕

    Simple analysis using basic equilibrium equations.

  • тЦ╕

    Internal forces are independent of material properties and support settlements.

тЭМ Disadvantages / Limitations
  • тЦ╕

    Lower structural redundancy compared to indeterminate structures.

  • тЦ╕

    Higher material requirement for long-span conditions compared to continuous (indeterminate) designs.

ЁЯЫая╕П Applications / Uses
  • тЦ╕

    Simply supported beams

  • тЦ╕

    Cantilever beams

  • тЦ╕

    Three-hinged arches

ЁЯУД Additional Information
  • тЦ╕

    For 3D structures, there are 6 equilibrium equations, so the criteria becomes r=6r = 6r=6.

  • тЦ╕

    Option C refers to redundant structures where unknowns exceed equilibrium equations, requiring compatibility of deformations.

ЁЯУК Diagram / Illustration
Statically Determinate ConditionUnknown Reactions (r)Available Equations (3 + c)r = 3 + c
тЬЕ

B is correct тАФ A structure is statically determinate when the number of independent equilibrium equations equals the number of unknown reactions.

Core Concepts Used
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Static Equilibrium Structural Determinacy Redundancy
ЁЯТб EXAM TIP

In competitive exams, always check if the structure is stable first; an unstable structure can have r=3r=3r=3 but still not be 'determinate' in the engineering sense.

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