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Design of Masonry Structures

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

2
1.4
1.6
1.2

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Design of Masonry Structures
For designing masonry components of a structure, seismic forces provision in the design calculation is not necessary for buildings constructed in

Zone I, II and III
Zone I and II
Zone I, II, III and IV
Zone I only

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

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

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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
20
25
19

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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

0.96 m
0.64 m
1.28 m
1.5 m

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Design of Masonry Structures
If the horizontal cross-sectional area of a wall is 1200 cm², then the basic stress shall be multiplied by a reduction factor equal to

0.75
0.6
0.95
0.85

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