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DESIGN OF MASONRY STRUCTURES

Design of Masonry Structures
A free standing brick wall 20 cm thick is subjected to a wind pressure of 75 kg/m². The maximum height of wall from stability consideration is

1.5 m
0.96 m
0.64 m
1.28 m

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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
14 to 18 cm
5 to 8 cm

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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
15 cm
20 cm

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

5 cm
7.5 cm
10 cm
15 cm

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

50 %
60 %
80 %
70 %

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