A heavy stone is suitable for (A) Arches (B) Rubble masonry (C) Roads (D) Retaining walls

A heavy stone is suitable for
(A) Arches
(B) Rubble masonry
(C) Roads
(D) Retaining walls
by

1 Answer

Answer :

Answer: Option D
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Related questions

The stone suitable for rubble masonry should be. (A) Hard (B) Tough (C) Heavy (D) Light

Description : The stone suitable for rubble masonry should be. (A) Hard (B) Tough (C) Heavy (D) Light

Last Answer : Answer: Option A

Weep holes are provided in retaining and breast walls (A) To drain off the water from the filling (B) To ventilate the stone masonry (C) To add architectural beauty (D) To increase compaction of the earth retained

Description : Weep holes are provided in retaining and breast walls (A) To drain off the water from the filling (B) To ventilate the stone masonry (C) To add architectural beauty (D) To increase compaction of the earth retained

Last Answer : Answer: Option A

Retaining walls are generally constructed with dry rubble stones with 60 cm top width and (A) 1 : 2 front batter (B) 1 : 3 front batter (C) 1 : 4 front batter (D) 1 : 5 front batter

Description : Retaining walls are generally constructed with dry rubble stones with 60 cm top width and (A) 1 : 2 front batter (B) 1 : 3 front batter (C) 1 : 4 front batter (D) 1 : 5 front batter

Last Answer : Answer: Option B

The stone masonry of finely dressed stones laid in cement or lime, is (A) Random rubble masonry (B) Coursed rubble masonry (C) Dry rubble masonry (D) Ashlar masonry

Description : The stone masonry of finely dressed stones laid in cement or lime, is (A) Random rubble masonry (B) Coursed rubble masonry (C) Dry rubble masonry (D) Ashlar masonry

Last Answer : Answer: Option D

The type of stone masonry in which stones of same height are laid in layers, is called (A) Random rubble masonry (B) Course rubble masonry (C) Uncoursed rubble masonry (D) Ashlar masonry

Description : The type of stone masonry in which stones of same height are laid in layers, is called (A) Random rubble masonry (B) Course rubble masonry (C) Uncoursed rubble masonry (D) Ashlar masonry

Last Answer : Answer: Option B

Stones used for rubble masonry must be (A) Soft (B) Hard (C) Light (D) Heavy

Description : Stones used for rubble masonry must be (A) Soft (B) Hard (C) Light (D) Heavy

Last Answer : Answer: Option B

Stucco paints are suitable for (A) Stone masonry (B) Brick walls (C) Both (A) and (B) (D) Neither (A) nor (B)

Description : Stucco paints are suitable for (A) Stone masonry (B) Brick walls (C) Both (A) and (B) (D) Neither (A) nor (B)

Last Answer : Answer: Option C

Pick up the correct statement from the following: (A) In stone arches, the stones are placed with their natural beds radial (B) In cornices, the stones are placed with their natural beds as vertical (C) In stone walls, the stones are placed with their natural beds as horizontal (D) All the above

Description : Pick up the correct statement from the following: (A) In stone arches, the stones are placed with their natural beds radial (B) In cornices, the stones are placed with their natural beds as vertical (C) In stone walls, the stones are placed with their natural beds as horizontal (D) All the above

Last Answer : Answer: Option D

Parapet walls along hill roads, are provided (A) To retain the back filling (B) To prevent the hill from sliding (C) To prevent the wheels of the vehicle from coming on the retaining wall (D) None of these

Description : Parapet walls along hill roads, are provided (A) To retain the back filling (B) To prevent the hill from sliding (C) To prevent the wheels of the vehicle from coming on the retaining wall (D) None of these

Last Answer : Answer: Option C

Construction joints are generally provided in concrete (A) Roads (B) Retaining walls (C) Lining of canals (D) All the above

Description : Construction joints are generally provided in concrete (A) Roads (B) Retaining walls (C) Lining of canals (D) All the above

Last Answer : Answer: Option D

Arches in the form of masonry arcs struck from more than four centres, are called (A) Two curved arches (B) Gothic arches (C) Ogee arches (D) Drop gothic arches

Description : Arches in the form of masonry arcs struck from more than four centres, are called (A) Two curved arches (B) Gothic arches (C) Ogee arches (D) Drop gothic arches

Last Answer : Answer: Option C

Stones used for the construction of retaining walls must be (A) Soft (B) Hard (C) Light (D) Heavy

Description : Stones used for the construction of retaining walls must be (A) Soft (B) Hard (C) Light (D) Heavy

Last Answer : Answer: Option D

Which of the following R.C. retaining walls is suitable for heights beyond 6 m? (A) L-shaped wall (B) T-shaped wall (C) Counterfort type (D) All of the above

Description : Which of the following R.C. retaining walls is suitable for heights beyond 6 m? (A) L-shaped wall (B) T-shaped wall (C) Counterfort type (D) All of the above

Last Answer : Answer: Option C

Describe any four forms of ‘Rubble Masonry’ with sketches.

Description : Describe any four forms of ‘Rubble Masonry’ with sketches.

Last Answer : 1) Dry rubble masonry: - In dry rubble masonry, dressed or undressed stones are used without mortar. Bigger pieces of stones are arranged at the bottom and smaller pieces of stones are used at the top. ... should not exceed 13 mm. the stone used in this masonry should be of uniform color.  

Pick up the correct statement from the following: (A) English bond is used for brick masonry to support heavy loads (B) Double-Flemish bond is suitable for brick masonry to give uniform face appearance (C) The stretcher bond is used for the construction of half brick masonry brick (D) All the above

Description : Pick up the correct statement from the following: (A) English bond is used for brick masonry to support heavy loads (B) Double-Flemish bond is suitable for brick masonry to give uniform face ... The stretcher bond is used for the construction of half brick masonry brick (D) All the above

Last Answer : Answer: Option D

Pick up the correct statement from the following: (A) The breakwater which can be used as a platform for loading and unloading of cargo is called a mole (B) The brick masonry retaining wall which is used for loading and unloading of cargo is called quay wall (C) Three types of break waters are generally provided in harbours (D) All of the above

Description : Pick up the correct statement from the following: (A) The breakwater which can be used as a platform for loading and unloading of cargo is called a mole (B) The brick masonry retaining wall which is ... wall (C) Three types of break waters are generally provided in harbours (D) All of the above

Last Answer : (D) All of the above

An ideal ware house, is provided (A) Water proof masonry walls (B) Water proof roof (C) Few windows which remain generally closed (D) All the above

Description : An ideal ware house, is provided (A) Water proof masonry walls (B) Water proof roof (C) Few windows which remain generally closed (D) All the above

Last Answer : Answer: Option D

Expansion Joints in masonry walls are provided in wall lengths usater than (A) 10 m (B) 20 m (C) 30 m (D) 40 m

Description : Expansion Joints in masonry walls are provided in wall lengths usater than (A) 10 m (B) 20 m (C) 30 m (D) 40 m

Last Answer : Answer: Option D

The slenderness ratio for masonry walls should not be more than (A) 10 (B) 20 (C) 30 (D) 40

Description : The slenderness ratio for masonry walls should not be more than (A) 10 (B) 20 (C) 30 (D) 40

Last Answer : Answer: Option B

Expansion joints in masonry walls are provided if length exceeds (A) 10 m (B) 20 m (C) 30 m (D) 40 m

Description : Expansion joints in masonry walls are provided if length exceeds (A) 10 m (B) 20 m (C) 30 m (D) 40 m

Last Answer : Answer: Option D

Consider the following statements: Maximum slenderness ratio of load-bearing masonry walls for a dwelling having more than two storeys shall not exceed. 1. 12, if lime mortar is used 2. 18, if cement-lime mortar 1:2:9 is used 3. 24, if cement mortar 1:6 is used\ Which of these statements are correct? (a) 1 and 2 only b) 2 and 3 only c) 1 and 3 only d)1, 2 and 3

Description : Consider the following statements: Maximum slenderness ratio of load-bearing masonry walls for a dwelling having more than two storeys shall not exceed. 1. 12, if lime mortar is used 2. 18, if cement-lime mortar 1:2:9 is used 3. 24, ... ? (a) 1 and 2 only b) 2 and 3 only c) 1 and 3 only d)1, 2 and 3

Last Answer : b) 2 and 3 only

As per masonry code, the stiffening coefficient for walls stiffened by piers, buttresses or intersecting walls can be (a) 0 to 1.0 (b) 1.0 to 2.0 (c ) Greater than 2.0 (d) Invariantly 1.0

Description : As per masonry code, the stiffening coefficient for walls stiffened by piers, buttresses or intersecting walls can be (a) 0 to 1.0 (b) 1.0 to 2.0 (c ) Greater than 2.0 (d) Invariantly 1.0

Last Answer : (b) 1.0 to 2.0

When a column is supported throughout its length either by masonry walls or by construction on all the sides, then its slenderness ratio is (a) Infinite (b) Zero (c ) Reasonably high (d) Low

Description : When a column is supported throughout its length either by masonry walls or by construction on all the sides, then its slenderness ratio is (a) Infinite (b) Zero (c ) Reasonably high (d) Low

Last Answer : (b) Zero

What is the function of shear keys in the design of retaining walls?

Description : What is the function of shear keys in the design of retaining walls?

Last Answer : In determining the external stability of retaining walls, failure modes like bearing failure, sliding and overturning are normally considered in design. In considering the criterion of sliding, the sliding ... instead of 0.8φ in the previous case and the sliding resistance can be enhanced.

Cantilever retaining walls can safely be used for a height not more than (A) 3 m (B) 4 m (C) 5 m (D) 6 m

Description : Cantilever retaining walls can safely be used for a height not more than (A) 3 m (B) 4 m (C) 5 m (D) 6 m

Last Answer : Answer: Option D

In retaining and breast walls, weep holes are provided at (A) 50 cm vertical height and 50 cm centre to centre horizontally (B) 100 cm vertical height and 100 cm centre to centre horizontally (C) 100 cm vertical height and 120 cm centre to centre horizontally (D) 120 cm vertical height and 100 cm centre to centre horizontally

Description : In retaining and breast walls, weep holes are provided at (A) 50 cm vertical height and 50 cm centre to centre horizontally (B) 100 cm vertical height and 100 cm centre to centre horizontally ... cm centre to centre horizontally (D) 120 cm vertical height and 100 cm centre to centre horizontally

Last Answer : Answer: Option C

The walls which are necessary on the hill side of roadway where earth has to be retained from slipping is known as (A) Retaining wall (B) Breast wall (C) Parapet wall (D) None of the above

Description : The walls which are necessary on the hill side of roadway where earth has to be retained from slipping is known as (A) Retaining wall (B) Breast wall (C) Parapet wall (D) None of the above

Last Answer : Answer: Option B

For the design of retaining walls, the minimum factor of safety against overturning is taken as (A) 1.5 (B) 2.0 (C) 2.5 (D) 3.0

Description : For the design of retaining walls, the minimum factor of safety against overturning is taken as (A) 1.5 (B) 2.0 (C) 2.5 (D) 3.0

Last Answer : Answer: Option B

In counterfort type retaining walls (i) The vertical slab is designed as a continuous slab (ii) The heel slab is designed as a continuous slab (iii) The vertical slab is designed as a cantilever (iv) The heel slab is designed as a cantilever The correct answer is (A) (i) and (ii) (B) (i)and(iv) (C) (ii) and (iii) (D) (iii) and (iv)

Description : In counterfort type retaining walls (i) The vertical slab is designed as a continuous slab (ii) The heel slab is designed as a continuous slab (iii) The vertical slab is designed as a cantilever (iv) The heel slab is designed ... (ii) (B) (i)and(iv) (C) (ii) and (iii) (D) (iii) and (iv)

Last Answer : Answer: Option A

In T-shaped R C. retaining walls, the main reinforcement in the stem is provided on (A) The front face in one direction (B) The front face in both directions (C) The inner face in one direction (D) The inner face in both directions

Description : In T-shaped R C. retaining walls, the main reinforcement in the stem is provided on (A) The front face in one direction (B) The front face in both directions (C) The inner face in one direction (D) The inner face in both directions

Last Answer : Answer: Option C

In counterfort retaining walls, the main reinforcement in the stem at support is (A) Not provided (B) Provided only on inner face (C) Provided only on front face (D) Provided both on inner and front faces

Description : In counterfort retaining walls, the main reinforcement in the stem at support is (A) Not provided (B) Provided only on inner face (C) Provided only on front face (D) Provided both on inner and front faces

Last Answer : Answer: Option B

Refractory bricks are used for (A) Retaining walls (B) Columns (C) Piers (D) Combustion chambers

Description : Refractory bricks are used for (A) Retaining walls (B) Columns (C) Piers (D) Combustion chambers

Last Answer : Answer: Option D

The cement, widely used in retaining walls, is (a) R.H.C (b) L.H.C (c) S.R.C. (d) O.P.C.

Description : The cement, widely used in retaining walls, is (a) R.H.C (b) L.H.C (c) S.R.C. (d) O.P.C.

Last Answer : (b) L.H.C

In stone masonry, stones (stratified rocks) are so placed that the direction of pressure to the plane of bedding is (A) Right angles (B) 45° (C) 60° (D) Paralle

Description : In stone masonry, stones (stratified rocks) are so placed that the direction of pressure to the plane of bedding is (A) Right angles (B) 45° (C) 60° (D) Paralle

Last Answer : Answer: Option A

In stone masonry, if stones are so placed that their layers are parallel to the direction of load, they (A) Split easily (B) Are affected by moisture (C) Both (A) and (B) (D) None of these

Description : In stone masonry, if stones are so placed that their layers are parallel to the direction of load, they (A) Split easily (B) Are affected by moisture (C) Both (A) and (B) (D) None of these

Last Answer : Answer: Option C

The pressure acting on the stones in stone masonry construction should be (A) Along the direction of bedding planes (B) At 45° to the direction of bedding planes (C) At 60° to the direction of bedding planes (D) Perpendicular to the direction of bedding planes

Description : The pressure acting on the stones in stone masonry construction should be (A) Along the direction of bedding planes (B) At 45° to the direction of bedding planes (C) At 60° to the direction of bedding planes (D) Perpendicular to the direction of bedding planes

Last Answer : Answer: Option D

A group of ornamental plants used to grow over walls, trellis, arches, pergolas, arbours, pillars, bowers etc.

Description : A group of ornamental plants used to grow over walls, trellis, arches, pergolas, arbours, pillars, bowers etc.

Last Answer : Ans. Climbers and Creepers

The type of bond provided in brick masonry for carrying heavy loads is (A) Single Flemish bond (B) Double Flemish bond (C) English bond (D) Zigzag bond

Description : The type of bond provided in brick masonry for carrying heavy loads is (A) Single Flemish bond (B) Double Flemish bond (C) English bond (D) Zigzag bond

Last Answer : Answer: Option C

Roughness index of roads, is expressed as (A) Size of the stone on the pavement (B) Number of patches on the pavement (C) Cumulative deformation of surface per horizontal distance (D) Type of the road surface

Description : Roughness index of roads, is expressed as (A) Size of the stone on the pavement (B) Number of patches on the pavement (C) Cumulative deformation of surface per horizontal distance (D) Type of the road surface

Last Answer : Answer: Option C

In water bound macadam roads, binding material, is (A) Sand (B) Stone dust (C) Cement(D) Brick dust

Description : In water bound macadam roads, binding material, is (A) Sand (B) Stone dust (C) Cement (D) Brick dust

Last Answer : Answer: Option B

Do I need to consult an engineer or a geologist before I take down retaining walls on my property?

Description : Do I need to consult an engineer or a geologist before I take down retaining walls on my property?

Last Answer : No, you shouldn't need to consult an engineer or geologist regarding removing retaining walls. You will want to make sure that whoever you hire is licensed/bonded and insuranced just in case they cause any damage.

How can I identify retaining walls?

Description : How can I identify retaining walls?

Last Answer : Retaining walls are the perfect option to separate your space from yards or anywhere else. Looking for design and installation ideas to maintain wall construction in your yard? We have something for ... living spaces. We pride ourselves on delivering outstanding quality work on time and on budget.

Differentiate between brick masonry and stone masonry

Description : Differentiate between brick masonry and stone masonry

Last Answer : Sr. no. Brick masonry Stone masonry 1 It is cheaper than stone masonry It is stronger than Brick masonry 2 It is cheaper in places where clay is available It is ... easy to apply any finishing to Brick surface. It is difficult to apply any finishing to stone surface

Describe any eight characteristics of good stone masonry.

Description : Describe any eight characteristics of good stone masonry. 

Last Answer : The requirements of good stone masonry are as follows:- 1. The stones to be used for stone masonry should be hard, tough & durable. 2. The stone should be properly dressed as per the ... constructed perfectly in plumb. 11. The exposed joints of the masonry should be properly pointed by mortar.

Describe the terms facing and hearting in stone masonry.

Description : Describe the terms facing and hearting in stone masonry.

Last Answer : i) Facing – The material which is used in the face of the wall is known as facing. ii) Hearting – The portion of the wall between the facing and backing is known as the hearting.

Compare stone masonry construction with brick masonry construction.

Description : Compare stone masonry construction with brick masonry construction.

Last Answer : STONE MASONRY  BRICK MASONRY 1. Stone masonry is stronger and more durable than brick masonry 1. Brick masonry is less stronger and less durable than stone masonry. 2. ... other hand is considered unsuitable in the construction of piers, docks, dams and other marine structure.

State the precautions to be observed in stone masonry construction.

Description : State the precautions to be observed in stone masonry construction.

Last Answer : Following are the precautions to be observed in stone masonry construction: 1. Stone used in masonry should be well seasoned, hard, tough, uniform in texture. 2. Stones used should be free from ... on the natural bed. 10. The exposed joints of the masonry should be properly pointed by mortar.

Compare brick masonry and stone masonry used in building construction.

Description : Compare brick masonry and stone masonry used in building construction.

Last Answer : Sr. No. Brick Masonry Stone Masonry 1 It is less stronger than stone masonry. It is stronger than brick masonry. 2 It is cheaper in places where clay is available ... is used Double scaffolding is used 12 Plastering is required  Plastering is not required

The type of arch used for high class buildings where appearance is of prime importance, is known as (A) Ashlar arch (B) Rubble arch (C) Gauged brick arch (D) Axed brick a

Description : The type of arch used for high class buildings where appearance is of prime importance, is known as (A) Ashlar arch (B) Rubble arch (C) Gauged brick arch (D) Axed brick arch

Last Answer : Answer: Option A

An arch constructed with finely dressed stones, is known (A) Ashlar arch (B) Rubble arch (C) Gauged arch (D) Axed arch

Description : An arch constructed with finely dressed stones, is known (A) Ashlar arch (B) Rubble arch (C) Gauged arch (D) Axed arch

Last Answer : Answer: Option A