A tensile load (P) acts on an axial member of length (l) and cross-sectional area (A) such that it undergoes extensions. If (E) is the elastic modulus the axial stiffness is :

1
\(\rm \frac{PE}{l}\)
2
\(\rm \frac{PA}{l}\)
3
\(\rm \frac{EA}{l}\)
4
\(\rm \frac{Pl}{A}\)

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