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Design of Masonry Structures

Design of Masonry Structures
A 200 mm thick wall made of modular bricks is 5 m long between cross walls and 3.8 m clear height between RCC slabs at top and bottom. The slenderness ratio of the wall is

25
19
20
15

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

5 cm
7.5 cm
10 cm
15 cm

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

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

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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.

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

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Design of Masonry Structures
If ‘H’ is the height of wall between centers of supports, then the effective height of wall where concrete floors have a bearing on wall irrespective of the direction of span will be

0.75 H
1.5 H
1.0 H
0.85 H

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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 %
50 %
33? %
10 %

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