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Design of Masonry Structures

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
High shrinkage
Both (A) and (B)

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Design of Masonry Structures
Minimum compressive strength in N/mm² for H1 type mortar used for masonry is

10
5
3
7.5

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

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Design of Masonry Structures
The timber floor not spanning on the masonry wall but properly anchored to the wall gives

Neither lateral nor rotational restraint
Lateral restraint but not rotational restraint
Rotational restraint but not lateral restraint
Both lateral and rotational restraints

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Design of Masonry Structures
Minimum thickness of stiffening wall for 1 to 3 storeys shall not be less than

30 cm
10 cm
20 cm
15 cm

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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
19
25
20

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