Design of Masonry Structures MCQs | Page - 2
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.
Q. The bending stress in a wall or column subjected to effective vertical load need not be considered, if the eccentricity ratio is
✅ Correct Answer: (A)
less than or equal to 1/24
Q. If the ratio of center to center spacing of intersecting walls to actual thickness of intersecting wall is more than 20, then the stiffening coefficient for wall proper will be
✅ Correct Answer: (D)
greater than 1
Q. If the eccentricity ratio is more than 1/24, then increase in the permissible stress in the design of wall subjected to eccentric loading as per code is
✅ Correct Answer: (B)
25 %
D. 50 %
Q. For masonry work with solid bricks, consistency of mortar should be
✅ Correct Answer: (A)
5 to 8 cm
Q. For masonry built in 1 : 1 : 6 cement-lime-sand mix mortar or equivalent, the horizontal shear stress permissible on the area of a mortar bed joint is
✅ Correct Answer: (B)
0.125 mpa
Q. The thickness of each leaf of a cavity wall shall not be less than
✅ Correct Answer: (D)
15 cm
Q. Minimum compressive strength in N/mm² for H1 type mortar used for masonry is
✅ Correct Answer: (B)
5
Q. Direct load carrying capacity of a brick masonry wall standing freely as against when it supports RC slab will be
✅ Correct Answer: (C)
the same in both the cases
Q. If the horizontal cross-sectional area of a wall is 1200 cm², then the basic stress shall be multiplied by a reduction factor equal to
✅ Correct Answer: (A)
0 6
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