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Design of Masonry Structures

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 %
10 %
33? %
50 %

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

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Design of Masonry Structures
The mode of failure of a very short masonry member having h/t ratio of less than 4 is by

Buckling
Vertical tensile splitting
Shear
Any of the above

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

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Design of Masonry Structures
In a cavity wall, both leaves of which are load bearing, the effective thickness is taken as

Larger of (B) and (C)
Actual thickness of the stronger leaf
Two-third of the sum of thickness of both the leaves
Sum of thickness of both leaves

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

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