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CivilStructural Mechanics-II
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The product of Modulus of Elasticity (E) and Moment of Inertia (I) is called as

A

Polar moment

B

Flexural Rigidity

C

Stiffness

D

Modulus of rigidity

Correct Answer

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

Flexural Rigidity

Quick Summary:

Flexural rigidity is defined as the product of the Modulus of Elasticity (EEE) and the Area Moment of Inertia (III). It represents the resistance offered by a structural member (like a beam) against bending deformation when subjected to an external load.

тЪЩя╕ПTETechnical SolutionConcept & Principle
ЁЯТб Explanation

Flexural rigidity is defined as the product of the Modulus of Elasticity (EEE) and the Area Moment of Inertia (III). It represents the resistance offered by a structural member (like a beam) against bending deformation when subjected to an external load.

ЁЯФв Key Formulas

EIEIEI тАФ Flexural Rigidity

M=EId2ydx2M = EI \frac{d^2y}{dx┬▓}M=EIdx2d2yтАЛ тАФ Relation between Bending Moment and Curvature

тЪЩя╕П Working Principle

According to the Euler-Bernoulli beam theory, the curvature of a beam is inversely proportional to its flexural rigidity (EIEIEI). A higher EIEIEI value indicates that the beam is stiffer and will undergo less deflection for a given bending moment, as defined by the relation M=EId2ydx2M = EI \frac{d^2y}{dx┬▓}M=EIdx2d2yтАЛ.

ЁЯУМ Key Points
  • тЦ╕

    Flexural rigidity represents the internal resistance of a beam to bending.

  • тЦ╕

    It is a combined property of both the material (Elastic Modulus EEE) and the cross-sectional geometry (Moment of Inertia III).

  • тЦ╕

    Increasing either EEE or III will increase the flexural rigidity of the structural element.

тЬЕ Advantages
  • тЦ╕

    Used to calculate beam deflections accurately.

  • тЦ╕

    Essential parameter for stability analysis of columns (Euler's Buckling Load).

тЭМ Disadvantages / Limitations
  • тЦ╕

    Assumes linear elastic material behavior.

  • тЦ╕

    Applicable primarily to members where Bernoulli-Euler hypothesis holds (plane sections remain plane).

ЁЯЫая╕П Applications / Uses
  • тЦ╕

    Analysis of beam deflections and slopes.

  • тЦ╕

    Calculation of critical buckling loads for structural columns.

  • тЦ╕

    Design of steel and concrete structural members.

ЁЯУД Additional Information
  • тЦ╕

    Modulus of Rigidity (GGG) relates to shear stress and shear strain, whereas Flexural Rigidity (EIEIEI) relates to normal stress and bending.

  • тЦ╕

    Polar Moment of Inertia (JJJ or IzI_zIzтАЛ) relates to Torsional Rigidity (GJGJGJ).

  • тЦ╕

    Stiffness is a general term; Flexural Rigidity is a specific form of stiffness for bending.

ЁЯУК Diagram / Illustration
Flexural Rigidity (EI)Product: E ├Ч IUnit: N-m┬▓ or N-mm┬▓Resistance to Bending
тЬЕ

B is correct тАФ The product of the Modulus of Elasticity (EEE) and the Moment of Inertia (III) is known as the Flexural Rigidity (EIEIEI).

Core Concepts Used
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Structural Mechanics Bending Theory Beam Stiffness
ЁЯТб EXAM TIP

Always distinguish between EIEIEI (Flexural Rigidity for bending) and GJGJGJ (Torsional Rigidity for twisting); exam questions frequently swap these to test conceptual clarity.

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