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Design of Masonry Structures

Design of Masonry Structures
Direct load carrying capacity of a brick masonry wall standing freely as against when it supports RC slab will be

100 %
The same in both the cases
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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

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

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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 %
50 %
10 %
33? %

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Design of Masonry Structures
The thickness of each leaf of a cavity wall shall not be less than

5 cm
10 cm
15 cm
7.5 cm

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Design of Masonry Structures
A 200 mm thick brick masonry wall made of modular bricks carries an axial load of 30 kN/m from wall above and an eccentric load of 20 kN/m from RCC floor acting at a distance of 47.5 mm from the centre line of the wall. The resultant eccentricity ratio is

0.1
0.105
0.095
0.09

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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
Any of the above
Buckling
Shear

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