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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

1.28 m
0.64 m
0.96 m
1.5 m

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Design of Masonry Structures
The bending stress in a wall or column subjected to effective vertical load need not be considered, if the eccentricity ratio is

Less than or equal to 1/24
More than 1/24
Less than or equal to 1/12
Less than or equal to 1/6

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Design of Masonry Structures
Where a structural component or a system is providing lateral support to five or more walls or columns, the lateral load to be resisted may be taken as __________ of the total vertical load on the most heavily loaded wall or column in the group

6 %
4 %
7 %
5 %

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Design of Masonry Structures
In a cavity wall, both leaves of which are load bearing, the effective thickness is taken as

Larger of (B) and (C)
Sum of thickness of both leaves
Two-third of the sum of thickness of both the leaves
Actual thickness of the stronger leaf

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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

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

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Design of Masonry Structures
If the ratio of center to center spacing of intersecting walls to actual thickness of intersecting wall is more than 20, then the stiffening coefficient for wall proper will be

Between 0 and 1
Greater than 1
1

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