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Design of Masonry Structures

Design of Masonry Structures
For masonry built in 1 : 1 : 6 cement-lime-sand mix mortar or equivalent, the horizontal shear stress permissible on the area of a mortar bed joint is

0.15 MPa
0.075 MPa
0.1 MPa
0.125 MPa

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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

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

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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
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
50 cm
75 cm
100 cm

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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
Direct load carrying capacity of a brick masonry wall standing freely as against when it supports RC slab will be

Less
100 %
More
The same in both the cases

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