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Design of Masonry Structures

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

70 %
50 %
60 %
80 %

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

7.5 cm
15 cm
10 cm
5 cm

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Design of Masonry Structures
For earthquake resistant masonry buildings, where seismic coefficient is less than 0.08, the horizontal distance between two openings shall not be less than

Vt x height of longer opening
Vt x height of shorter opening
Ax height of shorter opening
Vi x height of longer opening

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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

0.64 m
1.28 m
1.5 m
0.96 m

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Design of Masonry Structures
For masonry work with solid bricks, consistency of mortar should be

19 to 23 cm
5 to 8 cm
14 to 18 cm
9 to 13 cm

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Design of Masonry Structures
If the horizontal cross-sectional area of a wall is 1200 cm², then the basic stress shall be multiplied by a reduction factor equal to

0.75
0.6
0.85
0.95

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