The flexural rigidity for the deflection of beams is expressed as -
Where E = modulus of elasticity and I = moment of enertia.
1
EI
2
\(\rm \frac{1}{E}\)
3
\(\rm \frac{E}{I}\)
4
\(\rm \frac{1}{EI}\)
The flexural rigidity for the deflection of beams is expressed as -
Where E = modulus of elasticity and I = moment of enertia.