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Design of Masonry Structures

Design of Masonry Structures
For earthquake resistant masonry buildings, the vertical distance between openings one above the other in a load bearing wall shall not be less than

50 cm
60 cm
75 cm
100 cm

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Design of Masonry Structures
Rich cement mortars are more liable to cracking as compared to lean mortars because rich mortars have

None of above
Less strength
Both (A) and (B)
High shrinkage

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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

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

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

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Design of Masonry Structures
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
25
20
19

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Design of Masonry Structures
For designing masonry components of a structure, seismic forces provision in the design calculation is not necessary for buildings constructed in

Zone I only
Zone I, II and III
Zone I, II, III and IV
Zone I and II

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