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Design of Masonry Structures

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

30 cm
15 cm
20 cm
10 cm

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

100 %
More
Less
The same in both the cases

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Design of Masonry Structures
The thickness of each leaf of a cavity wall shall not be less than

15 cm
5 cm
7.5 cm
10 cm

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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
Lateral restraint but not rotational restraint
Neither lateral nor rotational restraint
Rotational restraint but not lateral restraint

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

10
3
5
7.5

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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
2
1.2

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