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Current Affairs January 2024

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4

Pick up the correct specification of one-room quarters generally adopted from the following:

A. Six quarters in a row

B. The size of room is either 3.5 m × 3 m or 4.2 m × 2.5 m

C. The front verandah is kept 2 m wide

D. All the above

Correct Answer :

D. All the above


Related Questions

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4

The black cotton soil

A. Undergoes volumetric changes

B. Swells excessively when wet

C. Shrinks excessively when dry

D. All the above

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4

The type of bond in which every course contains both headers and stretchers, is called

A. English bond

B. Flemish bond

C. Russian band

D. Mixed bond

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4

Pick up the correct specification of one-room quarters generally adopted from the following:

A. Six quarters in a row

B. The size of room is either 3.5 m × 3 m or 4.2 m × 2.5 m

C. The front verandah is kept 2 m wide

D. All the above

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4

To stagger vertical joints in successive courses of a wall, a piece of brick is generally used at the end of the course, which is known as

A. Bat

B. Header

C. Stretcher

D. Closer

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4

Dampness causes

A. Efflorescence

B. Bleaching of paints

C. Crumbling of plaster

D. Growth of termites

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4

Couple close roof is suitable for maximum span of

A. 2.5 m

B. 3.5 m

C. 4.5 m

D. 5.5 m

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4

The piece of a brick cut along the centre of width in such a way that its length is equal to that of full brick, is called

A. Half brick

B. Queen closer

C. King closer

D. Bevelled closer

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4

Two columns 50 cm × 50 cm and 60 cm × 60 cm carry 80 tonnes and 120 tonnes of loads respectively. The centre to centre distance between columns is 5.00 metres. The permissible bearing capacity of the soil is 20 t/m2. If the footing is not to project more than 25 cm beyond the outside of the smaller column, pick up the correct design parameters of the footing from the following:

A. Distance of C.G. of the loads from the smaller column = 3.00 m

B. The length of the foundation slab = 7.00 m

C. Area of footing slab = 11.00 m2

D. All the above

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4

The maximum bearing capacity of soil is that of

A. Black cotton soil

B. Loose fine sandy soil

C. Dry coarse sandy soil

D. Hard rocks

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4

The concrete slump recommended for foundations, is

A. 25 to 50 mm

B. 30 to 125 mm

C. 50 to 100 mm

D. 75 to 125 mm

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4

The bearing capacity of a water logged soil, may be improved by

A. Grouting

B. Chemical action

C. Drainage

D. Compaction

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4

Pick up the correct statements from the following:

A. Cracks appear on the plastered surface in the form of hair cracks

B. In brick work, the efflorescence is removed by applying a solution of zinc sulphate and water

C. Excessive thermal variations in the backing or plaster causes the plaster to fall

D. All the above

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4

The wedge shaped bricks forming an arch ring, are called

A. Soffits

B. Voussoirs

C. Haunches

D. Spandrils

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4

The bearing capacity of a water logged soil can be improved by

A. Compacting the soil

B. Draining the soil

C. Increasing the depth of foundation

D. Grouting

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4

Raft foundation are generally preferred to when the area required for individual footing, is more than

A. 25% to total area

B. 30% of total area

C. 40% to total area

D. 50% of total area

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4

A floor constructed with 3 mm marble chips, is known

A. Mosaic floor

B. Terrazzo floor

C. Chips floor

D. Marble floor

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4

Which one of the following activities is not correct as applicable to brick corbels?

A. The maximum projection of the corbel should not be more than the thickness of the wall

B. The maximum projection of each corbel course should be limited to a quarter brick at a time

C. The discontinuous corbels are used to carry heavy concentrated loads

D. Stretcher bond is generally used for the construction of brick corbel

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4

The construction joints in buildings are provided after

A. 10 m

B. 15 m

C. 20 m

D. 40 m

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4

Pick up the correct statement from the following:

A. D.P.C. should be continuous

B. D.P.C. should be of good impervious material

C. D.P.C. may be horizontal or vertical

D. All the above

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4

Pick up the incorrect statement from the following:

A. The width of the wall is constructed thicker at the base in a stepped fashion

B. A long vertical load transferring concrete structure is called a concrete pile

C. In pile which transfers the load to the soil by the friction between the pile and the surrounding soil is called friction pile

D. The pile which transfers the load to a hard rock bed at certain depth is called load bearing

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4

The arrangement made to support an unsafe structure temporarily, is known as

A. Shoring

B. Scaffolding

C. Underpinning

D. Jacking

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4

Pick up the incorrect statement from the following:

A. Cement is added to lime mortar to increase its hydraulic properties only

B. Lime surkhi mortar is used for pointing the walls

C. Lime should be slaked before preparing lime mortar

D. High early strength concrete is generally used in cold weather

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4

Pile foundations are suitable for

A. Water logged soils

B. Soft rocks

C. Compact soils

D. Multi-storeyed buildings

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4

The floor is rubbed with oxalic acid, for making its surface

A. Free from voids

B. Glossy

C. Durable

D. Uniform

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4

The width of the hollow space between two walls of a cavity wall should not exceed

A. 5 cm

B. 7.5 cm

C. 10 cm

D. 15 cm

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4

The minimum strength of the mortar used in load bearing brick masonry, is

A. 50 N/cm2

B. 100 N/cm2

C. 150 N/cm2

D. 200 N/cm2

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4

If (φ) is the angle of repose of soil of weight w kg/m3, the horizontal pressure p at a depth of h metres per metre length of wall, is

A. wh × [(1 - sin φ)/(1 + sin φ)]

B. (wh/2) × [(1 - sin φ)/(1 + sin φ)]

C. wh × √[(1 - sin φ)/(1 + sin φ)]

D. wh × √[(1 + sin φ)/(1 - sin φ)]

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4

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

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4

The additional piles which are driven to increase the capacity of supporting loads on vertical piles, are known

A. Construction piles

B. Raking piles

C. Eccentric piles

D. Sinking piles

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Auger boring

A. Is the most primitive method for making a hole in the ground

B. Is generally employed in cohesive and other self soils above water table

C. Is most economical upto a depth of 5 metres

D. All the above