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Design of Masonry Structures

Design of Masonry Structures
If the horizontal cross-sectional area of a wall is 1200 cm², then the basic stress shall be multiplied by a reduction factor equal to

0.6
0.85
0.95
0.75

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

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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
Where a structural component or a system is providing lateral support to five or more walls or columns, the lateral load to be resisted may be taken as __________ of the total vertical load on the most heavily loaded wall or column in the group

6 %
4 %
5 %
7 %

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Design of Masonry Structures
The timber floor not spanning on the masonry wall but properly anchored to the wall gives

Rotational restraint but not lateral restraint
Lateral restraint but not rotational restraint
Neither lateral nor rotational restraint
Both lateral and rotational restraints

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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

Vi x height of longer opening
Vt x height of longer opening
Vt x height of shorter opening
Ax height of shorter opening

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