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Question

A block of weight 100 N is suspended by copper and steel wires of same cross-sectional area 0.5 cm2 and lengths 3 m and 1 m, respectively. Their other ends are fixed on a ceiling as shown in figure. The angles subtended by copper and steel wires with ceiling are 30 and 60, respectively. If elongation in copper wire is (ΔLc) and elongation in steel wire is (ΔLs), then the ratio ΔLcΔLs is
[Young's modulus for copper and steel are 1×1011 Nm2 and 2×1011Nm2 respectively]


A
2.00
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B
2
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C
2.0
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Solution

Let,
TS = tension in steel wire
TC = Tension in copper wire
At equilibrium :


Net force along +X direction :
Fx=0
Tccos30=Tscos60
Tc×32=Ts×12

3TC=Ts(i)
Net force along +Y direction
Fy=0
Tcsin30+Tssin60100=0
Tc2+Ts32=100
As, Ts=3TC from equation (i)
Tc=50 N
Ts=50 3 N
We know
ΔL=FLAY
ΔLcΔLs=TcLcAcYc×AsYsTsLs
On solving above equation
ΔLcΔLs=2

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