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Question

Two vertical rods of equal lengths, one of steel and the other of copper, are suspended from the ceiling, at a distance l apart and are connected rigidly to a rigid horizontal bar at their lower ends. If AS and AC be their respective cross-sectional areas, and YS and YC, their respective Young's moduli of elasticities, where should a vertical force F be applied to the horizontal bar in order that the bar remains horizontal?

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Solution

Let the force F be applied at a distance x from the steel bar, measured along the orizontal bar. Let FS and FC be the loads on steel and copper rods, respectively. Then
FS+FC=F (vii)
Since the rigid horizontal bar remains horizontal, the extensions produced in the two rods and hence strains remain the same.
That is FsAsYs=FcAcYc (viii)
Solving Eqs. (vii) and (viii), we get
FS=FASYSASYS+ACYC
and FC=FACYCASYS+ACYC
Now, taking moments about the steel bar,
FCl=Fx=FCFl=ACYClASYS+ACYC
or x=l1+(AS/AC)(YS/YC)

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