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Design of Masonry Structures

Design of Masonry Structures
If the eccentricity ratio is more than 1/24, then increase in the permissible stress in the design of wall subjected to eccentric loading as per code is

33? %
10 %
50 %
25 %

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

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

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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
1.5 H
0.85 H
1.0 H

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Design of Masonry Structures
If the horizontal cross-sectional area of a wall is 1200 cm², then the basic stress shall be multiplied by a reduction factor equal to

0.95
0.85
0.75
0.6

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

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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
0.1 MPa
0.075 MPa
0.125 MPa

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