Mechanical Properties Of Solids CBSE Questions & Answers
Mechanical Properties Of Solids
This is Physics Class 11 Mechanical Properties of Solids CBSE Questions & Answers. There are 15 questions in this test with each question having around four answer choices.
Questions & Answers
1
With reference to figure the tensile stress corresponds to stress at point
- AE
- BB
- CDCorrect
- DC
2
Elastomers are materials
- Awhich can be stretched without corresponding stress
- Bwhich cannot be stretched to beyond elastic limit
- Cwhich can be stretched to cause large strainsCorrect
- Dwhich cannot be stretched to cause large strains
3
Young’s modulus Y is
- Athe ratio of shear stress \(\left( \sigma \right)\) to the longitudinal strain \(\left( {\theta {\rm{ }}} \right)\)
- Bthe ratio of longitudinal strain \(\left( {\varepsilon {\rm{ }}} \right)\) to the tensile (or compressive) stress \(\left( \sigma \right)\)
- Cthe ratio of tensile (or compressive) stress \(\left( \sigma \right)\) to the longitudinal strain \(\left( {\varepsilon {\rm{ }}} \right)\)Correct
- Dthe ratio of shear strain \(\left( {\theta {\rm{ }}} \right)\) to the longitudinal stress \(\left( \sigma \right)\)
4
Shear modulus or modulus of rigidity is
- Athe ratio of shearing stress to the corresponding lateral strain
- Bthe ratio of shearing stress to the corresponding shearing strainCorrect
- Cthe ratio of shearing strain to the corresponding shearing stress
- Dthe ratio of longitudinal stress to the corresponding shearing strain
5
Bulk modulus is
- Athe ratio of lateral stress to the corresponding hydraulic strain
- Bthe ratio of longitudinal stress to the corresponding hydraulic strain
- Cthe ratio of hydraulic stress to the corresponding hydraulic strainCorrect
- Dthe ratio of hydraulic strain to the corresponding hydraulic stress
6
For a rope of yield strength \({{\rm{S}}_{\rm{y}}}\) loaded in tension with weight Mg the minimum area A of the rope should be
- AA \( \geq \) Mg/3 \({{\rm{S}}_{\rm{y}}}\)
- BA \( \geq \) Mg/ \({{\rm{S}}_{\rm{y}}}\)Correct
- CA \( \geq \) Mg/2 \({{\rm{S}}_{\rm{y}}}\)
- DA \( \geq \) Mg \({{\rm{S}}_{\rm{y}}}\)
7
For a bar of length l, breadth b, and depth d as shown in figure the deflection \(\delta \) is given by
- A\(\delta = W{l^3}/\left( {4b{d^3}} \right)\)
- B\(\delta = W{l^2}/\left( {4b{d^3}Y} \right)\)
- C\(\delta = W{l^3}/\left( {4b{d^2}Y} \right)\)
- D\(\delta = W{l^3}/\left( {4b{d^3}Y} \right)\)Correct
8
Rectangular section is rarely used in beams because
- Astresses are uniform in a rectangular section
- Bstresses are always plastic in rectangular section
- Cmore material in kilos is requiredCorrect
- Dless material in kilos is required
9
Columns are loaded in
- AcompressionCorrect
- Btension
- Chydraulic stress
- Dshear
10
Material is said to be ductile if
- Aa large amount of plastic deformation takes place between the elastic limit and the fracture pointCorrect
- Bmaterial breaks suddenly at little elongation
- Cmaterial cross section is not significantly reduced at failure
- Dfracture occurs soon after the elastic limit is passed
11
Material is said to be brittle if
- Amaterial cross section is significantly reduced at failure
- Bmaterial elongates a lot before finally breaking
- Cfracture occurs soon after the elastic limit is passedCorrect
- Da large amount of plastic deformation takes place between the elastic limit and the fracture point
12
A steel wire of length 4.7 m and cross-sectional area 3.0 \( \times \) \({\rm{1}}{0^{ - {\rm{5}}}}\) \({{\rm{m}}^{\rm{2}}}\) stretches by the same amount as a copper wire of length 3.5 m and cross-sectional area of 4.0 \( \times \) \({\rm{1}}{0^{ - {\rm{5}}}}\) \({{\rm{m}}^{\rm{2}}}\) under a given load. What is the ratio of the Young’s modulus of steel to that of copper?
- A1.6
- B2.0
- C1.8Correct
- D1.2
13
Figure shows the strain-stress curve for a given material. What is the Young’s modulus?
- A8.5 \( \times \) \({\rm{1}}{0^{{\rm{1}}0}}\) \({\rm{N}}/{{\rm{m}}^{\rm{2}}}\)
- B6.5 \( \times \) \({\rm{1}}{0^{{\rm{1}}0}}\) \({\rm{N}}/{{\rm{m}}^{\rm{2}}}\)
- C7.5 \( \times \) \({\rm{1}}{0^{{\rm{1}}0}}\) \({\rm{N}}/{{\rm{m}}^{\rm{2}}}\)Correct
- D9.5 \( \times \) \({\rm{1}}{0^{{\rm{1}}0}}\) \({\rm{N}}/{{\rm{m}}^{\rm{2}}}\)
14
Figure shows the strain-stress curve for a given material. What is the approximate yield strength for this material?
- A3.4 \( \times \) \({\rm{1}}{0^{\rm{8}}}\) \({\rm{N}}/{{\rm{m}}^{\rm{2}}}\)
- B3.2 \( \times \) \({\rm{1}}{0^{\rm{8}}}\) \({\rm{N}}/{{\rm{m}}^{\rm{2}}}\)
- C3.0 \( \times \) \({\rm{1}}{0^{\rm{8}}}\) \({\rm{N}}/{{\rm{m}}^{\rm{2}}}\)Correct
- D3.6 \( \times \) \({\rm{1}}{0^{\rm{8}}}\) \({\rm{N}}/{{\rm{m}}^{\rm{2}}}\)
15
A steel rod 2.0 m long has a cross-sectional area of 0.30 \({\rm{c}}{{\rm{m}}^{\rm{2}}}\). It is hung by one end from a support, and a 550-kg milling machine is hung from its other end. Determine the stress on the rod.
- A1.8 \( \times \) \({\rm{1}}{0^{\rm{8}}}\) PaCorrect
- B1.6 \( \times \) \({\rm{1}}{0^{\rm{8}}}\) Pa
- C1.2 \( \times \) \({\rm{1}}{0^{\rm{8}}}\) Pa
- D1.4 \( \times \) \({\rm{1}}{0^{\rm{8}}}\) Pa