A bar of uniform cross-section and having a length l is hanging from the roof. What will be the elongation in bar due to self weight if γ is the specific weight of the bar and Y is the young's modulus of elasticity?
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Solution
Take an element dx at a distance x from lower end. γ = Weight per unit volume of bar
Now, load experience by the element dx due to self weight of the section X−X below it Px−x=(Specific weight)×(volume)=γAx
∴σx−x=Px−xA=γAxA=γx
Now let the elongation produced in the element dx is δx
Strain =δxdx=σx.xY=γxY
⇒δx=γxYdx
Integrating both sides,
⇒δtotal∫0δstrip=l∫0γxYdx
⇒δtotal=[γYx22]l0=γl22Y
Why this question?
Tips:- δ∝l2 and independent on the cross-section of bar.