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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? %
50 %
25 %
10 %

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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

Shear
Any of the above
Vertical tensile splitting
Buckling

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

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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

0.75
0.95
0.6
0.85

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

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Design of Masonry Structures
Consider the following statements:A high lime content in a composite cement-lime mortar results in1. Slow hardening.2. Quick setting.3. Weaker mortar.

1 and 2 are correct
1 and 3 are correct
1, 2 and 3 are correct
2 and 3 are correct

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