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

4 %

5 %

6 %

7 %

4 %

5 %

6 %

7 %

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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

Vt x height of longer opening

Ax height of shorter opening

Vi x height of longer opening

Vt x height of shorter opening

Vt x height of longer opening

Ax height of shorter opening

Vi x height of longer opening

Vt x height of shorter opening

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Design of Masonry Structures
Consider the following statements regarding provision of chases in masonry,(i) No chase should be permitted in a half brick load-bearing wall,(ii) Vertical chases should not be closer than 2 m in any stretch of a wall,(iii) Chases should be provided near to bearings of beams and lintels.

(ii) and (iii) are correct

(i) and (iii) are correct

(i), (ii) and (iii) are correct

(i) and (ii) are correct

(ii) and (iii) are correct

(i) and (iii) are correct

(i), (ii) and (iii) are correct

(i) and (ii) are 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

Greater than 1

Between 0 and 1

1

Greater than 1

Between 0 and 1

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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

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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 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

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

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

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