Permissible Total and Differential Settlements MCQ

Test your knowledge with important Permissible Total and Differential Settlements MCQ and their applications. These MCQs are beneficial for competitive exams too. Explore 30+ more Permissible Total and Differential Settlements MCQs on Bissoy. Bissoy App

• The rate of differential settlement is defined by which of the following equation?
  ক

  H/L

  খ

  L/H

  গ

  H/H c

  ঘ

  None of the mentioned
• The recommendation of American code, for a differential settlement depends upon __________
  ক

  Type of structure and Pattern of loading

  খ

  Settlement depth

  গ

  None of the mentioned

  ঘ

  All of the mentioned
• According to Polish and Tokar brick masonry will crack, when the unit elongation amounts to ___________
  ক

  0.5

  খ

  0.005

  গ

  1.0

  ঘ

  0.05
• For simple spread footing on clayey soil, the differential settlement should not exceed __________
  ক

  1/ 400

  খ

  1/300

  গ

  1/100

  ঘ

  1/3
• According to National building code of India, the differential settlement can be kept within limits by __________
  ক

  Suitably designing the foundation

  খ

  Decreasing the total settlements

  গ

  Increasing the allowable pressure.

  ঘ

  None of the mentioned
• The maximum allowable settlement for warehouses are _________
  ক

  25

  খ

  38

  গ

  50

  ঘ

  Less than 0.5
• The allowable pressure, that should be selected for a maximum settlement is ____________
  ক

  40 mm

  খ

  25 mm

  গ

  30 mm

  ঘ

  10 mm
• The vertical downward movement of the base of the structure is called __________
  ক

  Penetration resistance

  খ

  Settlement

  গ

  Effective pressure

  ঘ

  Shear failure
• The effect of settlement on structure depends upon its ________
  ক

  Magnitude and Uniformity

  খ

  Size

  গ

  None of the mentioned

  ঘ

  All of the mentioned
• The analytical methods used for finding bearing capacity of footing is based on ___________
  ক

  Shear failure

  খ

  Effective pressure

  গ

  Overburden pressure

  ঘ

  Size of the footing