MCQs
Total Questions : 53
| Page 3 of 6 pages
Answer: Option D. -> σV²/2E
Answer: (d).σV²/2E
Answer: (d).σV²/2E
Answer: Option A. -> 125 kg-cm
Answer: (a).125 kg-cm
Answer: (a).125 kg-cm
Answer: Option A. -> s²V/2E
Answer: (a).s²V/2E
Answer: (a).s²V/2E
Answer: Option B. -> τ²/E x (1+ v)
Answer: (b).τ²/E x (1+ v)
Answer: (b).τ²/E x (1+ v)
Answer: Option B. -> P²L³/6EI
Answer: (b).P²L³/6EI
Answer: (b).P²L³/6EI
Answer: Option A. -> (σ₁² + σ₂² – 2σ₁σ₂ ) / 2E
Answer: (a).(σ₁² + σ₂² – 2σ₁σ₂ ) / 2E
Answer: (a).(σ₁² + σ₂² – 2σ₁σ₂ ) / 2E
Answer: Option D. -> Product of strain and Young’s modulus of the material
Answer: (d).Product of strain and Young’s modulus of the material
Answer: (d).Product of strain and Young’s modulus of the material
Answer: Option C. -> W²L / 2AE
Answer: (c).W²L / 2AE
Answer: (c).W²L / 2AE
Answer: Option D. -> 1.19mm
Answer: (d).1.19mm
Answer: (d).1.19mm
Answer: Option D. -> Not be in equilibrium
Answer: (d).Not be in equilibrium
Answer: (d).Not be in equilibrium