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Design of Masonry Structures

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

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

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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

4 %
7 %
6 %
5 %

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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

Less
More
100 %
The same in both the cases

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Design of Masonry Structures
The basic stress in masonry units having height to width ratio of 1.5 may be increased by a factor of

1.6
2
1.2
1.4

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Design of Masonry Structures
Minimum compressive strength in N/mm² for H1 type mortar used for masonry is

5
7.5
10
3

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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

0.85 H
1.0 H
1.5 H
0.75 H

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