Civil Engineering Questions And Answers :: Design Of Masonry Structures: part2



Civil Engineering : Design Of Masonry Structures QUESTIONS AND ANSWERS :: part2 : 11 to 15

Following Civil Engineering Multiple choice objective type questions and answers will help you in BSNL JTO, GATE 2024 and IES 2024 examinations :

11.Direct load carrying capacity of a brick masonry wall standing freely as against when it supports RC slab will be

more
less
the same in both the cases
100%

12.In a cavity wall, both leaves of which are load bearing, the effective thickness is taken as

sum of thickness of both leaves
two-third of the sum of thickness of both the leaves
actual thickness of the stronger leaf
larger of (b) and (c)

13.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

15
19
20
25

14.Assertion A : Limiting value of slenderness ratio for a column is less than that of a wall. Reason R : A column can buckle around either of the two horizontal axes while a wall can buckle around only one axis. Select your answer according to the codes given below:

Both A and R are true and R is the correct explanation of A.
Both A and R are true but R is not the correct explanation of A.
A is true but R is false.
A is false but R is true.

15.The mortars used for masonry construction are classified based on strength in IS 2250 and IS 1905 according to their designations L1,L2, H1, H2, M, M2. The correct sequence of increasing order of their strengths is

LLLZ.HLHI.MLMJ
L2,L,,M2>Mi,H2)H,
M,,M2, H,,H2,Li,L2
L2,L,,M,,M2,H,,H2

More Design Of Masonry Structures QUESTIONS AND ANSWERS available in next pages

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