Design of Masonry Structures MCQs | Page - 1
Dear candidates you will find MCQ questions of Design of Masonry Structures here. Learn these questions and prepare yourself for coming examinations and interviews. You can check the right answer of any question by clicking on any option or by clicking view answer button.
β
Correct Answer: (A)
high shrinkage
Q. In a cavity wall, both leaves of which are load bearing, the effective thickness is taken as
β
Correct Answer: (D)
larger of (b) and (c)
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
β
Correct Answer: (B)
60 cm
Q. The mode of failure of a very short masonry member having h/t ratio of less than 4 is by
β
Correct Answer: (A)
shear
Q. The basic stress in masonry units having height to width ratio of 1.5 may be increased by a factor of
β
Correct Answer: (C)
1.6
Q. The timber floor not spanning on the masonry wall but properly anchored to the wall gives
β
Correct Answer: (A)
lateral restraint but not rotational restraint
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
β
Correct Answer: (A)
0.64 m
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
β
Correct Answer: (A)
0.75 h
Q. For designing masonry components of a structure, seismic forces provision in the design calculation is not necessary for buildings constructed in
β
Correct Answer: (B)
zone i and ii
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
β
Correct Answer: (A)
15
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