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CivilStructural Mechanics-II
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If the beam is supported so that there are only three unknown reactive elements at the supports, these can be determined by using the following fundamental equation of statics

A

тИСH=0\sum H = 0тИСH=0

B

тИСV=0\sum V = 0тИСV=0

C

тИСH=0,тИСV=0\sum H = 0, \sum V = 0тИСH=0,тИСV=0

D

тИСH=0,тИСV=0,тИСM=0\sum H = 0, \sum V = 0, \sum M = 0тИСH=0,тИСV=0,тИСM=0

Correct Answer

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

тИСH=0,тИСV=0,тИСM=0\sum H = 0, \sum V = 0, \sum M = 0тИСH=0,тИСV=0,тИСM=0

Quick Summary:

A beam is considered statically determinate when the number of unknown reactive forces equals the number of independent equilibrium equations available ┬╖ For a general coplanar force system, three independent equations of statics exist to ensure the beam remains in a state of equilibrium.

тЪЩя╕ПTETechnical SolutionConcept & Principle
ЁЯТб Explanation

A beam is considered statically determinate when the number of unknown reactive forces equals the number of independent equilibrium equations available ┬╖ For a general coplanar force system, three independent equations of statics exist to ensure the beam remains in a state of equilibrium.

ЁЯФв Key Formulas

тИСFx=0\sum F_x = 0тИСFxтАЛ=0 тАФ Summation of horizontal forces equals zero

тИСFy=0\sum F_y = 0тИСFyтАЛ=0 тАФ Summation of vertical forces equals zero

тИСMA=0\sum M_A = 0тИСMAтАЛ=0 тАФ Summation of moments about point A equals zero

тЪЩя╕П Working Principle

According to Newton's First Law and the conditions for static equilibrium, a rigid body subjected to a coplanar force system is in equilibrium if the sum of all horizontal forces, vertical forces, and moments about any point in the plane are zero ┬╖ When a beam has three unknown reaction components, these three linear equations provide a sufficient system of algebraic equations to uniquely solve for all unknowns.

ЁЯУМ Key Points
  • тЦ╕

    Equilibrium is reached when the resultant force and resultant moment are zero.

  • тЦ╕

    A structure with three unknown reactions is statically determinate.

  • тЦ╕

    If unknowns > 3, the beam is statically indeterminate and requires deformation-based methods (e.g., Slope Deflection or Moment Distribution) for solution.

тЬЕ Advantages
  • тЦ╕

    Solvable using basic algebraic methods

  • тЦ╕

    Independent of material properties and cross-sectional stiffness

тЭМ Disadvantages / Limitations
  • тЦ╕

    Cannot determine reactions if structure is statically indeterminate

  • тЦ╕

    Assumes the structure is rigid

ЁЯЫая╕П Applications / Uses
  • тЦ╕

    Simply supported beams

  • тЦ╕

    Overhanging beams

  • тЦ╕

    Cantilever beams

ЁЯУД Additional Information
  • тЦ╕

    For a coplanar system, the maximum number of independent equilibrium equations is limited to three.

  • тЦ╕

    Option A, B, and C provide partial conditions and are insufficient for solving three independent unknowns.

ЁЯУК Diagram / Illustration
Equations of Static EquilibriumтИС H = 0тИС V = 0тИС M = 0Determinate Structural System
тЬЕ

D is correct тАФ The three standard equations of static equilibrium are necessary and sufficient to determine three unknown reactions in a 2D beam structure.

Core Concepts Used
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Static Equilibrium Structural Determinacy Support Reactions
ЁЯТб EXAM TIP

Always verify the degree of static indeterminacy (DsD_sDsтАЛ) using Ds=rтИТ3D_s = r - 3DsтАЛ=rтИТ3 before attempting to solve beam reactions.

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