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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

1.2
2
1.4
1.6

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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
0.95
0.6
0.85

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Design of Masonry Structures
Where a structural component or a system is providing lateral support to five or more walls or columns, the lateral load to be resisted may be taken as __________ of the total vertical load on the most heavily loaded wall or column in the group

6 %
4 %
5 %
7 %

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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
0.125 MPa
0.1 MPa
0.15 MPa

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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

0.105
0.1
0.09
0.095

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

15 cm
10 cm
7.5 cm
5 cm

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