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Question: The brick shown in the diagram is glued to the floor. A \(3500\,N\) force is applied to the top surf...

The brick shown in the diagram is glued to the floor. A 3500N3500\,N force is applied to the top surface of the brick as shown in the figure. If the brick has shear modulus of 5.4×109Nm25.4 \times {10^9}\,N{m^{ - 2}} , how far to the right does the top face move relative to the stationary bottom face?

A. 5.8×106m5.8 \times {10^{ - 6}}\,m
B. 2.6×106m2.6 \times {10^{ - 6}}\,m
C. 1.1×106m1.1 \times {10^{ - 6}}\,m
D. 6.5×107m6.5 \times {10^{ - 7}}\,m

Explanation

Solution

In order to solve this question, we will use the formula of shear modulus which is defined as the ratio of pressure and relative change in length of a material.Shear Modulus of elasticity is one of the measures of mechanical properties of solids. Other elastic moduli are Young’s modulus and bulk modulus.

Formula used:
Shear modulus denoted by,
S=FA×xΔxS = \dfrac{F}{A} \times \dfrac{x}{{\Delta x}}
where, Δx\Delta x is the change in length from its initial length xx.

Complete step by step answer:
Let us first find the area of the cross section which is given by multiplication of sides AD and AB .
A=0.25×0.10m2A = 0.25 \times 0.10\,{m^2}
Given that, force is applied of magnitude F=3500NF = 3500\,N
And original length of sectional area is given as AD, x=0.25mx = 0.25\,m
Now, we will use the formula of shear modulus to find the value of Δx\Delta x .
Magnitude of shear modulus is given by S=5.4×109Nm2S = 5.4 \times {10^9}N{m^{ - 2}}
Putting these values in formula S=FA×xΔxS = \dfrac{F}{A} \times \dfrac{x}{{\Delta x}}
Δx=FxAS\Delta x = \dfrac{{Fx}}{{AS}}
Δx=3500×0.255.4×109×0.25×0.10m\Rightarrow \Delta x = \dfrac{{3500 \times 0.25}}{{5.4 \times {{10}^9} \times 0.25 \times 0.10}}m
Δx=6.5×107m\therefore \Delta x = 6.5 \times {10^{ - 7}}m
So, change in length became Δx=6.5×107m\Delta x = 6.5 \times {10^{ - 7}}\,m

Hence, the correct option is D.

Note: Theoretically, shear modulus can be understood as simply of how much shear stress needed to make a change in shear strain which is the ratio of stress and strain. It deforms the material into a new shape which is due to shear stress applied to its cross sectional areas. Its SI unit is simple as of Pressure given by Nm2N{m^{ - 2}} .