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Design of Masonry Structures

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

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

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

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

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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

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

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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

0.095
0.1
0.09
0.105

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Design of Masonry Structures
In the case of panel wall subjected to horizontal loads at right angles to the plane of the wall, with the mortar not leaner than Ml type, tensile stress in bending in the vertical direction may be allowed to the extent of

1.2 kg/cm²
0.7 kg/cm²
1.0 kg/cm²
0.4 kg/cm²

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Design of Masonry Structures
The timber floor not spanning on the masonry wall but properly anchored to the wall gives

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

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