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Design of Masonry Structures

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

60 %
50 %
80 %
70 %

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Design of Masonry Structures
A 200 mm thick wall made of modular bricks is 5 m long between cross walls and 3.8 m clear height between RCC slabs at top and bottom. The slenderness ratio of the wall is

15
19
25
20

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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
For earthquake resistant masonry buildings, where seismic coefficient is less than 0.08, the horizontal distance between two openings shall not be less than

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

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Design of Masonry Structures
In a cavity wall, both leaves of which are load bearing, the effective thickness is taken as

Sum of thickness of both leaves
Two-third of the sum of thickness of both the leaves
Larger of (B) and (C)
Actual thickness of the stronger leaf

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Design of Masonry Structures
If the ratio of center to center spacing of intersecting walls to actual thickness of intersecting wall is more than 20, then the stiffening coefficient for wall proper will be

Between 0 and 1
1
Greater than 1

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