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Design of Masonry Structures

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

3
5
7.5
10

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

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

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

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

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Design of Masonry Structures
Cement mortars richer than 1 : 3 are not used in masonry because(i) There is no gain in strength of masonry(ii) There is high shrinkage(iii) They are prone to segregation

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

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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

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

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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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