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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

0.125 MPa
0.15 MPa
0.075 MPa
0.1 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

Only (ii) is correct
(ii) 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

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

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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
The same in both the cases
100 %
More

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

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

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Design of Masonry Structures
If ‘H’ is the height of wall between centers of supports, then the effective height of wall where concrete floors have a bearing on wall irrespective of the direction of span will be

0.75 H
1.0 H
1.5 H
0.85 H

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