Answer
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Hint: The elastic limit is defined as the point of stress beyond which the material stops being elastic i.e. does not return to its original shape and size. That is the point where the material starts behaving like plastic. It is up to this point that the material obeys Hooke's law.
Complete step-by-step answer:
Let us understand the stress-strain curve,
There are several critical points on the stress-strain curve which need to be understood. The first point A is called the elastic limit. This means that, up to the point A in the stress-strain curve, the stress-strain relation is linear in nature. This means that, up to this point, the material obeys Hooke’s Law.
Hooke’s Law:
$\sigma = E\varepsilon $ where $\sigma $is the stress, $\varepsilon $is the strain and the value $E$is called the Young’s Modulus, which is defined as the measure of stiffness of the solid body, the property which makes the solid return to its original shape and size after deforming it.
Elastic limit, $\sigma = \dfrac{F}{A}$ where F = force applied and A=area of cross-section.
Given,
$\sigma = 3.0 \times {10^8}N{m^{ - 2}}$
Since, they have asked to consider one-third the stress in the problem, $\sigma = \dfrac{{3.0 \times {{10}^8}}}{3} = {10^8}N{m^{ - 2}}$
$A = 4c{m^2}$
Substituting in the equation, we can obtain the force –
$
\sigma = \dfrac{F}{A} \\
F = \sigma A \\
F = {10^8} \times 4 \times {10^{ - 4}} \\
F = 4 \times {10^4}N \\
$
The force applied on the elevator due to acceleration, $F = W + ma$
where W=weight of the elevator, m=mass of the elevator
Given, mass $m = 900kg$
Therefore, the upward acceleration, $a = \dfrac{{F - W}}{m}$
$
a = \dfrac{{F - mg}}{m} \\
Substituting, \\
a = \dfrac{{4 \times {{10}^4} - 900 \times 9.81}}{{900}} \\
Solving, \\
a = \dfrac{{31171}}{{900}} = 34.64m{s^{ - 2}} \\
$
As per the given question, the acceleration to be taken = $\dfrac{a}{5} = \dfrac{{34.64}}{5} = 6.928m{s^{ - 2}}$
Therefore, the upward acceleration, $a = 6.928m{s^{ - 2}}$
Note: Students can often get confused while marking the direction of force for upward or downward acceleration. So, just remember the rule of thumb:
The force due to the acceleration $ma$ should be marked in the opposite direction to that of the acceleration.
Complete step-by-step answer:
Let us understand the stress-strain curve,
There are several critical points on the stress-strain curve which need to be understood. The first point A is called the elastic limit. This means that, up to the point A in the stress-strain curve, the stress-strain relation is linear in nature. This means that, up to this point, the material obeys Hooke’s Law.
Hooke’s Law:
$\sigma = E\varepsilon $ where $\sigma $is the stress, $\varepsilon $is the strain and the value $E$is called the Young’s Modulus, which is defined as the measure of stiffness of the solid body, the property which makes the solid return to its original shape and size after deforming it.
Elastic limit, $\sigma = \dfrac{F}{A}$ where F = force applied and A=area of cross-section.
Given,
$\sigma = 3.0 \times {10^8}N{m^{ - 2}}$
Since, they have asked to consider one-third the stress in the problem, $\sigma = \dfrac{{3.0 \times {{10}^8}}}{3} = {10^8}N{m^{ - 2}}$
$A = 4c{m^2}$
Substituting in the equation, we can obtain the force –
$
\sigma = \dfrac{F}{A} \\
F = \sigma A \\
F = {10^8} \times 4 \times {10^{ - 4}} \\
F = 4 \times {10^4}N \\
$
The force applied on the elevator due to acceleration, $F = W + ma$
where W=weight of the elevator, m=mass of the elevator
Given, mass $m = 900kg$
Therefore, the upward acceleration, $a = \dfrac{{F - W}}{m}$
$
a = \dfrac{{F - mg}}{m} \\
Substituting, \\
a = \dfrac{{4 \times {{10}^4} - 900 \times 9.81}}{{900}} \\
Solving, \\
a = \dfrac{{31171}}{{900}} = 34.64m{s^{ - 2}} \\
$
As per the given question, the acceleration to be taken = $\dfrac{a}{5} = \dfrac{{34.64}}{5} = 6.928m{s^{ - 2}}$
Therefore, the upward acceleration, $a = 6.928m{s^{ - 2}}$
Note: Students can often get confused while marking the direction of force for upward or downward acceleration. So, just remember the rule of thumb:
The force due to the acceleration $ma$ should be marked in the opposite direction to that of the acceleration.
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