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Design of Masonry Structures

Design of Masonry Structures
For masonry built in 1 : 1 : 6 cement-lime-sand mix mortar or equivalent, the horizontal shear stress permissible on the area of a mortar bed joint is

0.075 MPa
0.15 MPa
0.1 MPa
0.125 MPa

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

10 cm
30 cm
20 cm
15 cm

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

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

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Design of Masonry Structures
The effective height of free standing non-load bearing wall and column respectively will be

1.5H and 1.5H
2.0H and 2.0H
1.0H and 1.0H
2.0H and 1.5H

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Design of Masonry Structures
For strengthening a 50 m long and 5 m high straight compound wall built in brick work, which one of the following would be most suitable?

Using stronger bricks
Providing a deeper foundation
Providing buttresses at certain intervals
Using a richer mortar

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