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Design of Masonry Structures

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

1.6
2
1.4
1.2

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

10 cm
15 cm
5 cm
7.5 cm

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Design of Masonry Structures
For designing masonry components of a structure, seismic forces provision in the design calculation is not necessary for buildings constructed in

Zone I only
Zone I, II and III
Zone I, II, III and IV
Zone I and II

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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

4 %
6 %
7 %
5 %

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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

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

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

15 cm
10 cm
20 cm
30 cm

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