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Design of Masonry Structures

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

9 to 13 cm
14 to 18 cm
19 to 23 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
1 and 3 are correct
2 and 3 are correct
1 and 2 are correct

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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
If the ratio of center to center spacing of intersecting walls to actual thickness of intersecting wall is more than 20, then the stiffening coefficient for wall proper will be

1
Greater than 1
Between 0 and 1

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Design of Masonry Structures
Full restraint is provided by(i) Foundation footing of a wall(ii) Timber floor spanning on the wall and anchored to the wall(iii) RCC slab with a minimum bearing of 10 cm on the wall

(i) and (iii) are correct
(i), (ii) and (iii) are correct
(i) and (ii) are correct
(ii) and (iii) are correct

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Design of Masonry Structures
Direct load carrying capacity of a brick masonry wall standing freely as against when it supports RC slab will be

The same in both the cases
Less
More
100 %

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