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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
9 to 13 cm
14 to 18 cm
5 to 8 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 %
6 %
5 %
7 %

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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

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

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Design of Masonry Structures
Water retentivity for brick masonry should not be less than

80 %
60 %
70 %
50 %

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Design of Masonry Structures
For earthquake resistant masonry buildings, the vertical distance between openings one above the other in a load bearing wall shall not be less than

100 cm
75 cm
50 cm
60 cm

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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

1.0 H
0.85 H
0.75 H
1.5 H

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