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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
1.4
2
1.6

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

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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
Buckling
Vertical tensile splitting
Shear

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

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Design of Masonry Structures
If the ratio of center to center spacing of intersecting walls to actual thickness of intersecting wall is more than 20, then the stiffening coefficient for wall proper will be

Between 0 and 1
Greater than 1
1

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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

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

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