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Design of Masonry Structures

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
The timber floor not spanning on the masonry wall but properly anchored to the wall gives

Lateral restraint but not rotational restraint
Neither lateral nor rotational restraint
Rotational restraint but not lateral restraint
Both lateral and rotational restraints

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Design of Masonry Structures
Minimum compressive strength in N/mm² for H1 type mortar used for masonry is

10
3
5
7.5

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Design of Masonry Structures
Rich cement mortars are more liable to cracking as compared to lean mortars because rich mortars have

Both (A) and (B)
High shrinkage
None of above
Less strength

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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

Any of the above
Shear
Buckling
Vertical tensile splitting

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Design of Masonry Structures
For earthquake resistant masonry buildings, the vertical distance between openings one above the other in a load bearing wall shall not be less than

50 cm
60 cm
75 cm
100 cm

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