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Design of Masonry Structures

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

100 %
The same in both the cases
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Design of Masonry Structures
Cement mortars richer than 1 : 3 are not used in masonry because(i) There is no gain in strength of masonry(ii) There is high shrinkage(iii) They are prone to segregation

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

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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
5 to 8 cm
14 to 18 cm

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

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

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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

7 %
5 %
6 %
4 %

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Design of Masonry Structures
The bending stress in a wall or column subjected to effective vertical load need not be considered, if the eccentricity ratio is

Less than or equal to 1/12
Less than or equal to 1/24
Less than or equal to 1/6
More than 1/24

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