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
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:

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

A is false but R is true

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

A is true but R is false

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

A is false but R is true

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

A is true but R is false

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Design of Masonry Structures
The thickness of each leaf of a cavity wall shall not be less than

15 cm

7.5 cm

10 cm

5 cm

15 cm

7.5 cm

10 cm

5 cm

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Design of Masonry Structures
For designing masonry components of a structure, seismic forces provision in the design calculation is not necessary for buildings constructed in

Zone I, II, III and IV

Zone I, II and III

Zone I and II

Zone I only

Zone I, II, III and IV

Zone I, II and III

Zone I and II

Zone I only

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Design of Masonry Structures
A 200 mm thick brick masonry wall made of modular bricks carries an axial load of 30 kN/m from wall above and an eccentric load of 20 kN/m from RCC floor acting at a distance of 47.5 mm from the centre line of the wall. The resultant eccentricity ratio is

0.095

0.09

0.1

0.105

0.095

0.09

0.1

0.105

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

Lateral restraint but not rotational restraint

Both lateral and rotational restraints

Rotational restraint but not lateral restraint

Neither lateral nor rotational restraint

Lateral restraint but not rotational restraint

Both lateral and rotational restraints

Rotational restraint but not lateral restraint

Neither lateral nor rotational restraint

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Design of Masonry Structures
Assertion A : Lime based mortars give higher ratio of brickwork strength to mortar strength as compared to non-lime mortar.Reason R : Lime based mortars have lower bond strength as compared to non-lime mortars.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 and R is the correct explanation of A

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

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

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Design of Masonry Structures

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 thickness of each leaf of a cavity wall shall not be less than

Design of Masonry Structures For designing masonry components of a structure, seismic forces provision in the design calculation is not necessary for buildings constructed in

Design of Masonry Structures A 200 mm thick brick masonry wall made of modular bricks carries an axial load of 30 kN/m from wall above and an eccentric load of 20 kN/m from RCC floor acting at a distance of 47.5 mm from the centre line of the wall. The resultant eccentricity ratio is

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

Design of Masonry Structures Assertion A : Lime based mortars give higher ratio of brickwork strength to mortar strength as compared to non-lime mortar.Reason R : Lime based mortars have lower bond strength as compared to non-lime mortars.Select your answer according to the codes given below:

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 thickness of each leaf of a cavity wall shall not be less than

Design of Masonry Structures
For designing masonry components of a structure, seismic forces provision in the design calculation is not necessary for buildings constructed in

Design of Masonry Structures
A 200 mm thick brick masonry wall made of modular bricks carries an axial load of 30 kN/m from wall above and an eccentric load of 20 kN/m from RCC floor acting at a distance of 47.5 mm from the centre line of the wall. The resultant eccentricity ratio is

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

Design of Masonry Structures
Assertion A : Lime based mortars give higher ratio of brickwork strength to mortar strength as compared to non-lime mortar.Reason R : Lime based mortars have lower bond strength as compared to non-lime mortars.Select your answer according to the codes given below: