MCQs
Total Questions : 90
| Page 1 of 9 pages
Answer: Option A. -> 0.25
Answer: (a).0.25
Answer: (a).0.25
Answer: Option B. -> 2
Answer: (b).2
Answer: (b).2
Answer: Option A. -> The material is rigid
Answer: (a).The material is rigid
Answer: (a).The material is rigid
Answer: Option B. -> E = 3K(1 – 2μ)
Answer: (b).E = 3K(1 – 2μ)
Answer: (b).E = 3K(1 – 2μ)
Answer: Option A. -> 0.25
Answer: (a).0.25
Answer: (a).0.25
Answer: Option C. -> K = E
Answer: (c).K = E
Answer: (c).K = E
Answer: Option B. -> 0.31
Answer: (b).0.31
Answer: (b).0.31
Answer: Option D. -> 9/E = 1/K + 3/G
Answer: (d).9/E = 1/K + 3/G
Answer: (d).9/E = 1/K + 3/G
Answer: Option A. -> E = 9KC / (3K + C)
Answer: (a).E = 9KC / (3K + C)
Answer: (a).E = 9KC / (3K + C)
Question 10. Consider the following statements:
1. Two-dimensional stresses applied to a thin plater in its own plane represent the plane stress condition.
2. Normal and shear stresses may occur simultaneously on a plane.
3. Under plane stress condition, the strain in the direction perpendicular to the plane is zero.
Which of the above statements are correct?
1. Two-dimensional stresses applied to a thin plater in its own plane represent the plane stress condition.
2. Normal and shear stresses may occur simultaneously on a plane.
3. Under plane stress condition, the strain in the direction perpendicular to the plane is zero.
Which of the above statements are correct?
Answer: Option D. -> 1 and 3
Answer: (d).1 and 3
Answer: (d).1 and 3