Online Test — Mechanical Properties of Solids
20 Questions • 15 min • Chapter MCQ
15:00
Question 1 of 20
Stress is defined as:
force per unit length
force per unit area
force per unit volume
change in length per unit length
Explanation: Stress $=\frac{F}{A}$, the internal restoring force per unit cross-sectional area.
Question 2 of 20
The SI unit of stress is:
N
N/m
N/m$^2$
no unit
Explanation: Stress is force per unit area, so its unit is $\text{N/m}^2$ (pascal).
Question 3 of 20
Strain is:
measured in pascal
measured in newton
dimensionless
measured in m$^2$
Explanation: Strain is a ratio of like quantities, hence dimensionless with no unit.
Question 4 of 20
Hooke's law holds:
up to the fracture point
only beyond the yield point
within the elastic limit
for gases only
Explanation: Stress is proportional to strain only within the elastic (proportional) limit.
Question 5 of 20
A tangential force applied to a face produces:
tensile stress
compressive stress
shear stress
hydraulic stress
Explanation: A force parallel to a face slides layers over one another, producing shear (tangential) stress.
Question 6 of 20
Young's modulus is given by:
$\frac{A\Delta L}{FL}$
$\frac{FL}{A\Delta L}$
$\frac{F\Delta L}{AL}$
$\frac{FA}{L\Delta L}$
Explanation: $Y=\frac{\text{stress}}{\text{strain}}=\frac{F/A}{\Delta L/L}=\frac{FL}{A\Delta L}$.
Question 7 of 20
The dimensional formula of stress is:
$[\text{MLT}^{-2}]$
$[\text{ML}^{-1}\text{T}^{-2}]$
$[\text{ML}^2\text{T}^{-2}]$
$[\text{M}^0\text{L}^0\text{T}^0]$
Explanation: Stress $=\frac{\text{force}}{\text{area}}=\frac{[\text{MLT}^{-2}]}{[\text{L}^2]}=[\text{ML}^{-1}\text{T}^{-2}]$.
Question 8 of 20
A steel wire of area $1\times10^{-6}\ \text{m}^2$ carries a 50 N load. The tensile stress is:
$5\times10^{6}\ \text{N/m}^2$
$5\times10^{7}\ \text{N/m}^2$
$5\times10^{8}\ \text{N/m}^2$
$50\ \text{N/m}^2$
Explanation: Stress $=\frac{50}{1\times10^{-6}}=5\times10^{7}\ \text{N/m}^2$.
Question 9 of 20
The bulk modulus is defined as:
$-\frac{\Delta P}{\Delta V/V}$
$\frac{\Delta V/V}{\Delta P}$
$\frac{F/A}{\theta}$
$\frac{FL}{A\Delta L}$
Explanation: $B=-\frac{\Delta P}{\Delta V/V}$; the negative sign keeps $B$ positive as volume decreases under pressure.
Question 10 of 20
Compressibility is:
the square of bulk modulus
the reciprocal of bulk modulus
equal to Young's modulus
always zero for liquids
Explanation: Compressibility $k=\frac{1}{B}$.
Question 11 of 20
The shear (rigidity) modulus is possessed by:
gases only
liquids only
solids only
all states of matter equally
Explanation: Only solids resist a change of shape; fluids at rest cannot sustain shear stress.
Question 12 of 20
Poisson's ratio is the ratio of:
longitudinal stress to strain
lateral strain to longitudinal strain
shear stress to shear strain
volume strain to pressure
Explanation: $\sigma=-\frac{\text{lateral strain}}{\text{longitudinal strain}}$, a dimensionless number.
Question 13 of 20
For most metals Poisson's ratio lies roughly between:
$0$ and $0.1$
$0.2$ and $0.4$
$0.6$ and $0.8$
$1$ and $2$
Explanation: Typical metals have $\sigma\approx0.2$–$0.4$.
Question 14 of 20
The elastic potential energy stored in a stretched wire is:
$F\Delta L$
$\frac{1}{2}F\Delta L$
$2F\Delta L$
$\frac{F}{\Delta L}$
Explanation: Average force is $\frac{F}{2}$, so $U=\frac{1}{2}F\Delta L$.
Question 15 of 20
The elastic energy stored per unit volume equals:
$\text{stress}\times\text{strain}$
$\frac{1}{2}\times\text{stress}\times\text{strain}$
$\frac{\text{strain}}{\text{stress}}$
$\frac{1}{2}\times\frac{\text{strain}}{\text{stress}}$
Explanation: Energy density $u=\frac{1}{2}\times\text{stress}\times\text{strain}$.
Question 16 of 20
On the stress–strain curve, the point beyond which a body does not regain its original shape is the:
proportional limit
elastic limit
origin
ultimate strength
Explanation: Beyond the elastic limit the deformation becomes permanent (plastic).
Question 17 of 20
The gradual loss of strength of a material under repeated stress cycles is called:
elastic after-effect
elastic fatigue
ductility
yielding
Explanation: Elastic fatigue is the weakening that occurs after many loading–unloading cycles.
Question 18 of 20
A wire stretches by 2 mm under a force of 200 N. The elastic energy stored is:
$0.2\ \text{J}$
$0.4\ \text{J}$
$0.8\ \text{J}$
$4\ \text{J}$
Explanation: $U=\frac{1}{2}\times200\times2\times10^{-3}=0.2\ \text{J}$.
Question 19 of 20
Among steel, copper and rubber, the material with the largest Young's modulus is:
rubber
copper
steel
all equal
Explanation: Steel ($Y\approx2\times10^{11}\ \text{N/m}^2$) is the stiffest of the three.
Question 20 of 20
Bridge girders are given an I-section mainly to:
increase weight
reduce stiffness
give high stiffness with minimum material
lower the Young's modulus
Explanation: An I-section concentrates material where bending stress is greatest, giving strength with low weight.