Assertion A : Limiting value of slenderness ratio for a column is less than that of a wall.Reason R : A column can buckle around either of the two horizontal axes while a wall can buckle around only one axis.Select your answer according to the codes given below:

Design of Masonry Structures
Assertion A : Limiting value of slenderness ratio for a column is less than that of a wall.Reason R : A column can buckle around either of the two horizontal axes while a wall can buckle around only one axis.Select your answer according to the codes given below:

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

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

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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

Between 0 and 1

1

Greater than 1

Between 0 and 1

1

Greater than 1

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Design of Masonry Structures
For masonry built in 1 : 1 : 6 cement-lime-sand mix mortar or equivalent, the horizontal shear stress permissible on the area of a mortar bed joint is

0.125 MPa

0.1 MPa

0.15 MPa

0.075 MPa

0.125 MPa

0.1 MPa

0.15 MPa

0.075 MPa

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Design of Masonry Structures
The basic stress in masonry units having height to width ratio of 1.5 may be increased by a factor of

2

1.4

1.2

1.6

2

1.4

1.2

1.6

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Design of Masonry Structures
If the eccentricity ratio is more than 1/24, then increase in the permissible stress in the design of wall subjected to eccentric loading as per code is

33? %

25 %

50 %

10 %

33? %

25 %

50 %

10 %

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

15 cm

10 cm

7.5 cm

5 cm

15 cm

10 cm

7.5 cm

5 cm

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Design of Masonry Structures

Design of Masonry Structures Assertion A : Limiting value of slenderness ratio for a column is less than that of a wall.Reason R : A column can buckle around either of the two horizontal axes while a wall can buckle around only one axis.Select your answer according to the codes given below:

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 For masonry built in 1 : 1 : 6 cement-lime-sand mix mortar or equivalent, the horizontal shear stress permissible on the area of a mortar bed joint is

Design of Masonry Structures The basic stress in masonry units having height to width ratio of 1.5 may be increased by a factor of

Design of Masonry Structures If the eccentricity ratio is more than 1/24, then increase in the permissible stress in the design of wall subjected to eccentric loading as per code is

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

Design of Masonry Structures
Assertion A : Limiting value of slenderness ratio for a column is less than that of a wall.Reason R : A column can buckle around either of the two horizontal axes while a wall can buckle around only one axis.Select your answer according to the codes given below:

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
For masonry built in 1 : 1 : 6 cement-lime-sand mix mortar or equivalent, the horizontal shear stress permissible on the area of a mortar bed joint is

Design of Masonry Structures
The basic stress in masonry units having height to width ratio of 1.5 may be increased by a factor of

Design of Masonry Structures
If the eccentricity ratio is more than 1/24, then increase in the permissible stress in the design of wall subjected to eccentric loading as per code is

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