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Design of Masonry Structures

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

0.95
0.6
0.85
0.75

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Design of Masonry Structures
For earthquake resistant masonry buildings, the vertical distance between openings one above the other in a load bearing wall shall not be less than

50 cm
100 cm
60 cm
75 cm

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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

5 %
7 %
4 %
6 %

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Design of Masonry Structures
In the case of panel wall subjected to horizontal loads at right angles to the plane of the wall, with the mortar not leaner than Ml type, tensile stress in bending in the vertical direction may be allowed to the extent of

1.2 kg/cm²
0.4 kg/cm²
1.0 kg/cm²
0.7 kg/cm²

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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)
Two-third of the sum of thickness of both the leaves
Sum of thickness of both leaves
Actual thickness of the stronger leaf

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Design of Masonry Structures
Rich cement mortars are more liable to cracking as compared to lean mortars because rich mortars have

None of above
High shrinkage
Both (A) and (B)
Less strength

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