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.

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

Both 1 and 2 are correct

1 alone is correct

2 alone is correct

Neither 1 nor 2 is correct

Both 1 and 2 are correct

1 alone is correct

2 alone is correct

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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 and III

Zone I, II, III and IV

Zone I only

Zone I and II

Zone I, II and III

Zone I, II, III and IV

Zone I only

Zone I and II

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Design of Masonry Structures
If ‘H’ is the height of wall between centers of supports, then the effective height of wall where concrete floors have a bearing on wall irrespective of the direction of span will be

0.85 H

1.5 H

1.0 H

0.75 H

0.85 H

1.5 H

1.0 H

0.75 H

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Design of Masonry Structures
Direct load carrying capacity of a brick masonry wall standing freely as against when it supports RC slab will be

Less

100 %

More

The same in both the cases

Less

100 %

More

The same in both the cases

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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.

Both 1 and 2 are correct

1 alone is correct

Neither 1 nor 2 is correct

2 alone is correct

Both 1 and 2 are correct

1 alone is correct

Neither 1 nor 2 is correct

2 alone is correct

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Design of Masonry Structures
For earthquake resistant masonry buildings, the vertical distance between openings one above the other in a load bearing wall shall not be less than

75 cm

60 cm

50 cm

100 cm

75 cm

60 cm

50 cm

100 cm

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Design of Masonry Structures

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 If ‘H’ is the height of wall between centers of supports, then the effective height of wall where concrete floors have a bearing on wall irrespective of the direction of span will be

Design of Masonry Structures Direct load carrying capacity of a brick masonry wall standing freely as against when it supports RC slab will be

Design of Masonry Structures For earthquake resistant masonry buildings, the vertical distance between openings one above the other in a load bearing 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
If ‘H’ is the height of wall between centers of supports, then the effective height of wall where concrete floors have a bearing on wall irrespective of the direction of span will be

Design of Masonry Structures
Direct load carrying capacity of a brick masonry wall standing freely as against when it supports RC slab will be

Design of Masonry Structures
For earthquake resistant masonry buildings, the vertical distance between openings one above the other in a load bearing wall shall not be less than