Maximum slenderness ratio of load bearing walls for a dwelling having more than 2 storeys(i) Shall not exceed 12 if lime mortar is used(ii) Shall not exceed 18 if cement lime mortar 1 : 2 : 9 is used(iii) Shall not exceed 24 if cement mortar 1 : 6 is used

Design of Masonry Structures
Maximum slenderness ratio of load bearing walls for a dwelling having more than 2 storeys(i) Shall not exceed 12 if lime mortar is used(ii) Shall not exceed 18 if cement lime mortar 1 : 2 : 9 is used(iii) Shall not exceed 24 if cement mortar 1 : 6 is used

(ii) and (iii) are correct

(i) and (iii) are correct

(i) and (ii) are correct

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

(ii) and (iii) are correct

(i) and (iii) are correct

(i) and (ii) are correct

(i) and (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

Larger of (B) and (C)

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

Actual thickness of the stronger leaf

Sum of thickness of both leaves

Larger of (B) and (C)

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

Actual thickness of the stronger leaf

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Design of Masonry Structures
Minimum compressive strength in N/mm² for H1 type mortar used for masonry is

3

7.5

5

10

3

7.5

5

10

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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

1.2 kg/cm²

1.0 kg/cm²

0.4 kg/cm²

0.7 kg/cm²

1.2 kg/cm²

1.0 kg/cm²

0.4 kg/cm²

0.7 kg/cm²

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Design of Masonry Structures
Assertion A : Limiting value of slenderness ratio for a column is less than that of a wall.Reason R : A column can buckle around either of the two horizontal axes while a wall can buckle around only one axis.Select your answer according to the codes given below:

A is false but R is true

A is true but R is false

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

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

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Design of Masonry Structures
The timber floor not spanning on the masonry wall but properly anchored to the wall gives

Rotational restraint but not lateral restraint

Lateral restraint but not rotational restraint

Both lateral and rotational restraints

Neither lateral nor rotational restraint

Rotational restraint but not lateral restraint

Lateral restraint but not rotational restraint

Both lateral and rotational restraints

Neither lateral nor rotational restraint

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Design of Masonry Structures

Design of Masonry Structures Maximum slenderness ratio of load bearing walls for a dwelling having more than 2 storeys(i) Shall not exceed 12 if lime mortar is used(ii) Shall not exceed 18 if cement lime mortar 1 : 2 : 9 is used(iii) Shall not exceed 24 if cement mortar 1 : 6 is used

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 Minimum compressive strength in N/mm² for H1 type mortar used for masonry is

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

Design of Masonry Structures Assertion A : Limiting value of slenderness ratio for a column is less than that of a wall.Reason R : A column can buckle around either of the two horizontal axes while a wall can buckle around only one axis.Select your answer according to the codes given below:

Design of Masonry Structures The timber floor not spanning on the masonry wall but properly anchored to the wall gives

Design of Masonry Structures
Maximum slenderness ratio of load bearing walls for a dwelling having more than 2 storeys(i) Shall not exceed 12 if lime mortar is used(ii) Shall not exceed 18 if cement lime mortar 1 : 2 : 9 is used(iii) Shall not exceed 24 if cement mortar 1 : 6 is used

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
Minimum compressive strength in N/mm² for H1 type mortar used for masonry is

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

Design of Masonry Structures
Assertion A : Limiting value of slenderness ratio for a column is less than that of a wall.Reason R : A column can buckle around either of the two horizontal axes while a wall can buckle around only one axis.Select your answer according to the codes given below:

Design of Masonry Structures
The timber floor not spanning on the masonry wall but properly anchored to the wall gives