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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 %
50 %
33? %

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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

50 cm
100 cm
60 cm
75 cm

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Design of Masonry Structures
A free standing brick wall 20 cm thick is subjected to a wind pressure of 75 kg/m². The maximum height of wall from stability consideration is

1.28 m
0.64 m
1.5 m
0.96 m

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

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

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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

Vertical tensile splitting
Shear
Buckling
Any of the above

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