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What is the unit of flexural rigidity?
kN/mm2
NтЛЕmm2
mm2
kN
NтЛЕmm2
Flexural rigidity, often denoted as EI, is the product of the Young's modulus of elasticity (E) and the second moment of area (I). It represents the resistance of a structural member to bending deformations; the higher the value, the stiffer the member.
Flexural rigidity, often denoted as EI, is the product of the Young's modulus of elasticity (E) and the second moment of area (I). It represents the resistance of a structural member to bending deformations; the higher the value, the stiffer the member.
EI=EтЛЕI тАФ Flexural Rigidity definition
M=EIdx2d2yтАЛ тАФ Relationship between moment and deflection
In structural mechanics, the bending equation is given by IMтАЛ=REтАЛ=y╧ГтАЛ. Rearranging to find the moment M leads to M=EIтЛЕ╬║, where ╬║=R1тАЛ is the curvature. Thus, EI acts as the constant of proportionality between the internal bending moment and the curvature of the beam, measured in units of force multiplied by length squared (NтЛЕmm2 or NтЛЕm2).
Young's modulus (E) is measured in N/mm2 (MPa).
Second moment of area (I) is measured in mm4.
The product EтЛЕI results in units of NтЛЕmm2 or NтЛЕm2.
Flexural rigidity determines the resistance to rotation at supports and deflection in spans.
Used to calculate beam deflection and rotation accurately.
Essential for analyzing indeterminate structures using stiffness methods.
Assumes linear elastic behavior and small deflection theory.
Does not account for shear deformation (which requires GA).
Structural design of beams, columns, and slabs.
Dynamic analysis of vibrating bridge structures.
The SI unit is NтЛЕm2, but NтЛЕmm2 is common in engineering practice for smaller components.
Option A is the unit for Young's Modulus, while Option C is the unit for Area/Second moment of area properties.
B is correct тАФ The unit of flexural rigidity is the product of force/area and lengthтБ┤, resulting in force multiplied by length squared, i.e., NтЛЕmm2.
Always verify units by multiplying the base units of the constituent terms: [E]├Ч[I]=(FLтИТ2)├Ч(L4)=FL2.