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 : 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

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 true but R is false

A is false but R is true

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 true but R is false

ANSWER DOWNLOAD EXAMIANS APP

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

0.7 kg/cm²

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

ANSWER DOWNLOAD EXAMIANS APP

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

10 cm

7.5 cm

15 cm

5 cm

10 cm

7.5 cm

15 cm

5 cm

ANSWER DOWNLOAD EXAMIANS APP

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

0.09

0.105

0.1

0.095

0.09

0.105

0.1

0.095

ANSWER DOWNLOAD EXAMIANS APP

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

Vertical tensile splitting

Any of the above

Buckling

Shear

Vertical tensile splitting

Any of the above

Buckling

ANSWER DOWNLOAD EXAMIANS APP

Design of Masonry Structures
Assertion A : From consideration of structural soundness and economy of design, most codes control the maximum slenderness ratio of masonry walls and columns.Reason R : By controlling the maximum slenderness ratio, failure is by excessive stress and not by buckling. Select your answer according to 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

ANSWER DOWNLOAD EXAMIANS APP

Design of Masonry Structures

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

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 mode of failure of a very short masonry member having h/t ratio of less than 4 is by

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

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 mode of failure of a very short masonry member having h/t ratio of less than 4 is by