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
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

0.105

0.09

0.1

0.095

0.105

0.09

0.1

ANSWER DOWNLOAD EXAMIANS APP

Design of Masonry Structures
The bending stress in a wall or column subjected to effective vertical load need not be considered, if the eccentricity ratio is

Less than or equal to 1/24

Less than or equal to 1/6

More than 1/24

Less than or equal to 1/12

Less than or equal to 1/24

Less than or equal to 1/6

More than 1/24

Less than or equal to 1/12

ANSWER DOWNLOAD EXAMIANS APP

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 true but R is false

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

A is false but R is true

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

A is true but R is false

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

A is false but R is true

ANSWER DOWNLOAD EXAMIANS APP

Design of Masonry Structures
For earthquake resistant masonry buildings, where seismic coefficient is less than 0.08, the horizontal distance between two openings shall not be less than

Ax height of shorter opening

Vt x height of shorter opening

Vi x height of longer opening

Vt x height of longer opening

Ax height of shorter opening

Vt x height of shorter opening

Vi x height of longer opening

Vt x height of longer opening

ANSWER DOWNLOAD EXAMIANS APP

Design of Masonry Structures
Where a structural component or a system is providing lateral support to five or more walls or columns, the lateral load to be resisted may be taken as __________ of the total vertical load on the most heavily loaded wall or column in the group

4 %

7 %

6 %

5 %

4 %

7 %

6 %

5 %

ANSWER DOWNLOAD EXAMIANS APP

Design of Masonry Structures
Consider the following statements: The use of relatively weak mortar 1. Will accommodate movements due to loads and, cracking if any, and will be distributed as thin hair cracks which are less noticeable or harmful. 2. Will result in reduction of stresses due to differential expansion of masonry units.

Neither 1 nor 2 is correct

1 alone is correct

Both 1 and 2 are correct

2 alone is correct

Neither 1 nor 2 is correct

1 alone is correct

Both 1 and 2 are correct

2 alone is correct

ANSWER DOWNLOAD EXAMIANS APP

Design of Masonry Structures

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 bending stress in a wall or column subjected to effective vertical load need not be considered, if the eccentricity ratio is

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 For earthquake resistant masonry buildings, where seismic coefficient is less than 0.08, the horizontal distance between two openings shall not be less than

Design of Masonry Structures Where a structural component or a system is providing lateral support to five or more walls or columns, the lateral load to be resisted may be taken as __________ of the total vertical load on the most heavily loaded wall or column in the group

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 bending stress in a wall or column subjected to effective vertical load need not be considered, if the eccentricity ratio is

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
For earthquake resistant masonry buildings, where seismic coefficient is less than 0.08, the horizontal distance between two openings shall not be less than

Design of Masonry Structures
Where a structural component or a system is providing lateral support to five or more walls or columns, the lateral load to be resisted may be taken as __________ of the total vertical load on the most heavily loaded wall or column in the group