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Design of Masonry Structures

Design of Masonry Structures
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

25 %
33? %
50 %
10 %

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Design of Masonry Structures
In a cavity wall, both leaves of which are load bearing, the effective thickness is taken as

Larger of (B) and (C)
Actual thickness of the stronger leaf
Two-third of the sum of thickness of both the leaves
Sum of thickness of both leaves

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Design of Masonry Structures
The basic stress in masonry units having height to width ratio of 1.5 may be increased by a factor of

1.4
1.6
1.2
2

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Design of Masonry Structures
For strengthening a 50 m long and 5 m high straight compound wall built in brick work, which one of the following would be most suitable?

Providing buttresses at certain intervals
Using stronger bricks
Providing a deeper foundation
Using a richer mortar

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Design of Masonry Structures
For masonry work with solid bricks, consistency of mortar should be

19 to 23 cm
9 to 13 cm
5 to 8 cm
14 to 18 cm

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Design of Masonry Structures
Cement mortars richer than 1 : 3 are not used in masonry because(i) There is no gain in strength of masonry(ii) There is high shrinkage(iii) They are prone to segregation

(ii) and (iii) are correct
(i), (ii) and (iii) are correct
(i) and (ii) are correct
Only (ii) is correct

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