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Design of Masonry Structures

Design of Masonry Structures
Water retentivity for brick masonry should not be less than

70 %
80 %
50 %
60 %

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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
Using a richer mortar
Providing a deeper foundation

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

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

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

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Design of Masonry Structures
The effective height of free standing non-load bearing wall and column respectively will be

1.0H and 1.0H
2.0H and 2.0H
2.0H and 1.5H
1.5H and 1.5H

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

10
7.5
5
3

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