Strength of Materials MCQ
SET-3
61. For a 25 mm hole drilled in plates, the diameter of rivet shank should be
- A. 23mm
- B. 24.5mm
- C. 25mm
- D. 26mm
Answer: A
62. A beam of uniform strength has
- A. same cross-section throughout the beam
- B. same bending stress at every section
- C. same bending moment at every section
- D. same shear stress at every section
Answer: B
63. The shear force of a simply supported beam carrying a central point load changes sign at its midpoint.
- A. Correct
- B. Incorrect
Answer: A
64. In a simple bending theory, one of the assumption is that the material of the beam is isotropic. This assumption means that the
- A. normal stress remains constant in all directions
- B. normal stress varies linearly in the material
- C. elastic constants are same in all the directions
- D. elastic constants varies linearly in the material
Answer: C
65. The polar modulus for a solid shaft of diameter (D) is
Answer: B
66. For a 25 mm hole drilled in plates, the diameter of rivet shank should be
- A. 23mm
- B. 24.5mm
- C. 25mm
- D. 26mm
Answer: A
67. A beam of uniform strength has
- A. same cross-section throughout the beam
- B. same bending stress at every section
- C. same bending moment at every section
- D. same shear stress at every section
Answer: B
68. The shear force of a simply supported beam carrying a central point load changes sign at its midpoint.
- A. Correct
- B. Incorrect
Answer: A
69. In a simple bending theory, one of the assumption is that the material of the beam is isotropic. This assumption means that the
- A. normal stress remains constant in all directions
- B. normal stress varies linearly in the material
- C. elastic constants are same in all the directions
- D. elastic constants varies linearly in the material
Answer: C
70. The polar modulus for a solid shaft of diameter (D) is
Answer: B
71. The extremeties of any diameter on Mohr’s circle represent
- A. principal stresses
- B. normal stresses on planes at 45°
- C. shear stresses on planes at 45°
- D. normal and shear stresses on a plane
Answer: B
72. The polar moment of inertia of a hollow shaft of outer diameter (D) and inner diameter (d) is
Answer: C
73. Two shafts ‘A’ and ‘B’ are made of same material. The shaft ‘A’ is solid and has diameter D. The shaft ‘B’ is hollow with outer diameter D and inner diameter D/2. The strength of hollow shaft in torsion is __________ as that of solid shaft.
- A. 1/16
- B. 1/8
- C. 1/4
- D. 15/16
Answer: D
74. The bending moment of a cantilever beam of length l and carrying a gradually varying load from zero at free end and w per unit length at the fixed end is __________ at the fixed end.
- A. wl/2
- B. wl
- C. wl2/2
- D. wl2/6
Answer: D
75. In the below figure, the stress corresponding to point D is
- A. yield point stress
- B. breaking stress
- C. ultimate stress
- D. elastic limit
Answer: C
76.The Poisson’s ratio for cast iron varies from
- A. 0.23 to 0.27
- B. 0.25 to 0.33
- C. 0.31 to 0.34
- D. 0.32 to 0.42
Answer: B
77. The Rankine’s theory for active earth pressure is based on the assumption that
- A. the retained material is homogeneous and cohesionless
- B. the frictional resistance between the retaining wall and the retained material is neglected
- C. the failure of the retained material takes place along a plane called rupture plane
- D. all of the above
Answer: D
78. The strain energy stored in a spring, when subjected to maximum load, without suffering permanent distortion, is known as
- A. impact energy
- B. proof resilience
- C. proof stress
- D. modulus of resilience
Answer: B
79. An overhanging beam must overhang on both sides.
- A. Correct
- B. Incorrect
Answer: A
80. The resultant stress on an inclined plane which is inclined at an angle θ to the normal cross-section of a body which is subjected to a direct tensile stress (σ) in one plane, is
- A. σ sin θ
- B. σ cos θ
- C. σ sin 2θ
- D. σ cos 2θ
Answer: B
Please someone solve it
Enumerate variuos scenarios/cases of non-uniform stress distribution in solids. Explain with the
help of examples why simple stress definition cannot be used in such cases.