πŸ“Š Design of Masonry Structures
Q. Rich cement mortars are more liable to cracking as compared to lean mortars because rich mortars have
  • (A) high shrinkage
  • (B) less strength
  • (C) both (a) and (b)
  • (D) none of above
πŸ’¬ Discuss
βœ… Correct Answer: (A) high shrinkage
πŸ“Š Design of Masonry Structures
Q. In a cavity wall, both leaves of which are load bearing, the effective thickness is taken as
  • (A) sum of thickness of both leaves
  • (B) two-third of the sum of thickness of both the leaves
  • (C) actual thickness of the stronger leaf
  • (D) larger of (b) and (c)
πŸ’¬ Discuss
βœ… Correct Answer: (D) larger of (b) and (c)
πŸ“Š Design of Masonry Structures
Q. For earthquake resistant masonry buildings, the vertical distance between openings one above the other in a load bearing wall shall not be less than
  • (A) 50 cm
  • (B) 60 cm
  • (C) 75 cm
  • (D) 100 cm
πŸ’¬ Discuss
βœ… Correct Answer: (B) 60 cm
πŸ“Š Design of Masonry Structures
Q. The mode of failure of a very short masonry member having h/t ratio of less than 4 is by
  • (A) shear
  • (B) vertical tensile splitting
  • (C) buckling
  • (D) any of the above
πŸ’¬ Discuss
βœ… Correct Answer: (A) shear
πŸ“Š Design of Masonry Structures
Q. The timber floor not spanning on the masonry wall but properly anchored to the wall gives
  • (A) lateral restraint but not rotational restraint
  • (B) rotational restraint but not lateral restraint
  • (C) both lateral and rotational restraints
  • (D) neither lateral nor rotational restraint
πŸ’¬ Discuss
βœ… Correct Answer: (A) lateral restraint but not rotational restraint
πŸ“Š Design of Masonry Structures
Q. A free standing brick wall 20 cm thick is subjected to a wind pressure of 75kg/m². The maximum height of wall from stability consideration is
  • (A) 0.64 m
  • (B) 0.96 m
  • (C) 1.28 m
  • (D) 1.5 m
πŸ’¬ Discuss
βœ… Correct Answer: (A) 0.64 m
πŸ“Š Design of Masonry Structures
Q. If is the height of wall between centers of supports, then the effective height of wall where concrete floors have a bearing on wall irrespective of the direction of span will be
  • (A) 0.75 h
  • (B) 0.85 h
  • (C) 1.0 h
  • (D) 1.5 h
πŸ’¬ Discuss
βœ… Correct Answer: (A) 0.75 h
πŸ“Š Design of Masonry Structures
Q. For designing masonry components of a structure, seismic forces provision in the design calculation is not necessary for buildings constructed in
  • (A) zone i only
  • (B) zone i and ii
  • (C) zone i, ii and iii
  • (D) zone i, ii, iii and iv
πŸ’¬ Discuss
βœ… Correct Answer: (B) zone i and ii
πŸ“Š Design of Masonry Structures
Q. A 200 mm thick wall made of modular bricks is 5 m long between cross walls and 3.8 m clear height between RCC slabs at top and bottom. The slenderness ratio of the wall is
  • (A) 15
  • (B) 19
  • (C) 20
  • (D) 25
πŸ’¬ Discuss
βœ… Correct Answer: (A) 15

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