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Question: A load of \( 10kN \) is supported from a pulley which in turn is supported by a rope of sectional ar...

A load of 10kN10kN is supported from a pulley which in turn is supported by a rope of sectional area, 103mm2{10^3}m{m^2} and modulus of elasticity 103Nmm2{10^3}Nm{m^{ - 2}} , as shown in Fig. 5.18. Neglecting the friction at the pulley, then downward deflection of the load is

(A) 3.753.75
(B) 4.254.25
(C) 2.752.75
(D) 4.004.00

Explanation

Solution

We can see in the given figure a single rope is attached on the two ends and there is downward force of 10kN10kN . So tension will act upwards to balance the rope. And because of this tension there will be some extension in the given rope. Use the equation of equilibrium to find that extension.

Complete answer:
We have been given load F=10kNF = 10kN
Area of cross section A=103mm2A = {10^3}m{m^2}
Modulus of elasticity y=103Nmm2y = {10^3}Nm{m^{ - 2}}
Length of the rope l1=600mm{l_1} = 600mm and l2=900mm{l_2} = 900mm
Using equation of equilibrium we will get,

When a rope is holding the weight of an object at rest, the tension of the rope is equal to the weight of the object. On both the wire upward tension TT is applied which will balance the downward force by mass of 10kN10kN
Therefore, 2T10=02T - 10 = 0
T=5kN=5×103N\Rightarrow T = 5kN = 5 \times {10^3}N
Now total extension is equal to the extension in the left part of the wire and the extension in the right part of the wire.
Extension=Δl1+Δl2Extension = \Delta {l_1} + \Delta {l_2}
Extension=Tl1Ay+Tl2Ay\Rightarrow Extension = \dfrac{{T{l_1}}}{{Ay}} + \dfrac{{T{l_2}}}{{Ay}}
Extension=5×103103×103(600+900)\Rightarrow Extension = \dfrac{{5 \times {{10}^3}}}{{{{10}^3} \times {{10}^3}}}(600 + 900)
Extension=7.5mm\Rightarrow Extension = 7.5mm
This is the total extension in the wire so it will distribute equally in both the parts of the single wire
Therefore, 7.52mm\dfrac{{7.5}}{2}mm
3.75mm\Rightarrow 3.75mm
Hence, option A) 3.75mm3.75mm is the correct option.

Note:
We can also solve this problem by using the relation between stress, tension and area.
Longitudinal stress on the rope is given by
stress(σ)=tension(T)area(A)stress(\sigma ) = \dfrac{{tension(T)}}{{area(A)}}
σ=5Nmm2\sigma = 5\dfrac{N}{{m{m^2}}}
Now using the relation between extension in the rope, stress, modulus of elasticity (y)(y) and length of rope.
extension=stressy×lextension = \dfrac{{stress}}{y} \times l
extension=7.52=3.75mmextension = \dfrac{{7.5}}{2} = 3.75mm .