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Design of Masonry Structures

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

50 %
80 %
70 %
60 %

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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
20 cm
30 cm
10 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
Ax height of shorter opening
Vt x height of shorter opening
Vi x height of longer opening

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Design of Masonry Structures
Consider the following statements:A high lime content in a composite cement-lime mortar results in1. Slow hardening.2. Quick setting.3. Weaker mortar.

2 and 3 are correct
1 and 3 are correct
1, 2 and 3 are correct
1 and 2 are correct

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

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

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Design of Masonry Structures
If the eccentricity ratio is more than 1/24, then increase in the permissible stress in the design of wall subjected to eccentric loading as per code is

25 %
33? %
50 %
10 %

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