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DESIGN OF MASONRY STRUCTURES

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

60 cm
100 cm
75 cm
50 cm

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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 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

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

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Design of Masonry Structures
Full restraint is provided by(i) Foundation footing of a wall(ii) Timber floor spanning on the wall and anchored to the wall(iii) RCC slab with a minimum bearing of 10 cm on the wall

(i) and (ii) are correct
(i), (ii) and (iii) are correct
(ii) and (iii) are correct
(i) and (iii) are correct

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Design of Masonry Structures
Consider the following statements:A high lime content in a composite cement-lime mortar results in1. Slow hardening.2. Quick setting.3. Weaker mortar.

1, 2 and 3 are correct
2 and 3 are correct
1 and 3 are correct
1 and 2 are correct

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