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Design of Masonry Structures

Design of Masonry Structures
For masonry built in 1 : 1 : 6 cement-lime-sand mix mortar or equivalent, the horizontal shear stress permissible on the area of a mortar bed joint is

0.075 MPa
0.1 MPa
0.125 MPa
0.15 MPa

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Design of Masonry Structures
The effective height of free standing non-load bearing wall and column respectively will be

1.0H and 1.0H
2.0H and 2.0H
2.0H and 1.5H
1.5H and 1.5H

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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
0.09
0.105
0.095

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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

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

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

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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

1.5 m
0.96 m
1.28 m
0.64 m

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