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
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

5 %

7 %

6 %

4 %

5 %

7 %

6 %

4 %

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Design of Masonry Structures
Minimum thickness of stiffening wall for 1 to 3 storeys shall not be less than

15 cm

20 cm

10 cm

30 cm

15 cm

20 cm

10 cm

30 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 only

Zone I, II and III

Zone I and II

Zone I, II, III and IV

Zone I only

Zone I, II and III

Zone I and II

Zone I, II, III and IV

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Design of Masonry Structures
Water retentivity for brick masonry should not be less than

50 %

70 %

60 %

80 %

50 %

70 %

60 %

80 %

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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.

1 alone is correct

Both 1 and 2 are correct

Neither 1 nor 2 is correct

2 alone is correct

1 alone is correct

Both 1 and 2 are correct

Neither 1 nor 2 is correct

2 alone is correct

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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

Between 0 and 1

Greater than 1

1

Between 0 and 1

Greater than 1

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Design of Masonry Structures

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 Minimum thickness of stiffening wall for 1 to 3 storeys 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 Water retentivity for brick masonry should not be less than

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
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
Minimum thickness of stiffening wall for 1 to 3 storeys 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
Water retentivity for brick masonry should not be less than

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