Assertion A : For eccentricity ratio exceeding 1/6, effective thickness of masonry will get reduced.Reason R : For eccentricity ratio exceeding 1/6, there will be tension on one side of the member. Select your answer according to the codes give below:

Design of Masonry Structures
Assertion A : For eccentricity ratio exceeding 1/6, effective thickness of masonry will get reduced.Reason R : For eccentricity ratio exceeding 1/6, there will be tension on one side of the member. Select your answer according to the codes give below:

Both A and R is true and R is the correct explanation of A

A is false but R is true

A is true but R is false

Both A and R is true and R is not the correct explanation of A

Both A and R is true and R is the correct explanation of A

A is false but R is true

A is true but R is false

Both A and R is true and R is not the correct explanation of A

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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

Larger of (B) and (C)

Actual thickness of the stronger leaf

Sum of thickness of both leaves

Two-third of the sum of thickness of both the leaves

Larger of (B) and (C)

Actual thickness of the stronger leaf

Sum of thickness of both leaves

Two-third of the sum of thickness of both the leaves

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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

2

1.4

1.2

1.6

2

1.4

1.2

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), (ii) and (iii) are correct

(ii) and (iii) are correct

(i) and (iii) are correct

(i) and (ii) are correct

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

(ii) and (iii) are correct

(i) and (iii) are correct

(i) and (ii) 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

More

Less

The same in both the cases

100 %

More

Less

The same in both the cases

100 %

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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

1

Greater than 1

Between 0 and 1

1

Greater than 1

Between 0 and 1

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Design of Masonry Structures

Design of Masonry Structures Assertion A : For eccentricity ratio exceeding 1/6, effective thickness of masonry will get reduced.Reason R : For eccentricity ratio exceeding 1/6, there will be tension on one side of the member. Select your answer according to the codes give below:

Design of Masonry Structures In a cavity wall, both leaves of which are load bearing, the effective thickness is taken as

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

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

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

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

Design of Masonry Structures
Assertion A : For eccentricity ratio exceeding 1/6, effective thickness of masonry will get reduced.Reason R : For eccentricity ratio exceeding 1/6, there will be tension on one side of the member. Select your answer according to the codes give below:

Design of Masonry Structures
In a cavity wall, both leaves of which are load bearing, the effective thickness is taken as

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

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

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

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