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Current Affairs January 2024

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4

The service area in a building means the area occupied by

A. Stairs

B. Toilets

C. Light and shafts

D. All the above

Correct Answer :

D. All the above


Related Questions

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4

The foundation in which a cantilever beam is provided to join two footings, is known as

A. Strip footing

B. Strap footing

C. Combined footing

D. Raft footing

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4

The vertical members fixed between steps and hand rail, are known

A. Balusters

B. Strings

C. Newel posts

D. Soffits

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4

The form work from the sides of beams can be removed only after

A. 1 day

B. 4 days

C. 7 days

D. 14 days

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4

Engineering news formula for obtaining safe bearing capacity of pile for drop hammer, is,

A. Q = Wh/6 (S + 2.5)

B. Q = Wh/2.5 (S + 6)

C. Q = (W × 6)/h (S + 2.5)

D. Q = (W × 2.5)/6 (S + h)

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4

For providing a raft foundation, the following activities are involved
1. Ramming the foundation bed
2. Excavation of the soil upto required depth
3. Laying the reinforcement over the foundation bed
4. Curing the cement concrete placed over reinforcement
5. Pouring the cement concrete over the reinforcement The correct sequence is

A. 1, 2, 3, 4, 5

B. 5, 4, 3, 2, 1

C. 2, 1, 3, 5, 4

D. 3, 2, 5, 1, 4

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4

The bearing capacity of piles is determined by

A. Dynamic formula

B. Static formula

C. Pile load tests

D. All the above

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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 total settlement for isolated foundations on clayey soils should be limited to

A. 25 mm

B. 40 mm

C. 65 mm

D. 100 mm

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4

The line of intersection of two surfaces of a sloping roof forming an internal angle less than 180°, is known as

A. Ridge

B. Hip

C. Valley

D. None of these

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4

In which of the following pairs both trees yield soft wood?

A. Deodar and Shishum

B. Chir and sal

C. Sal and teak

D. Chir and deodar

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4

Pick up the incorrect statement from the following:

A. In dog-legged stairs, no space between its flights is provided

B. In open newel stair, a rectangular well is provided

C. In geometric stair, a curved shaped well between forward and backward flights, is provided

D. In geometrical stair, two quarter space landing is provided

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4

The foundation which consists of a thick reinforced cement slab covering whole area to support heavy concentrated structural loads, is known as

A. Combined footing

B. Strap footing

C. Raft footing

D. None of these

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4

The type of joint commonly used at the junction of a principal rafter and tie beam in timber trusses is

A. Mortise and tenon joint

B. Oblique mortise and tenon joint

C. Butt joint

D. Mitred joint

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4

For the construction of flyovers in sandy soils, the type of foundation provided, is

A. Strap footing

B. Raft footing

C. Combined footing

D. Pier footing

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4

The platform at the end of a series of steps, is known as

A. Platform

B. Relief

C. Rest

D. Landing

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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

In clay soil

A. Swelling and shrinkage characteristics prevail

B. Consolidation continues even after several years of construction

C. Differential settlement is generally prevalent

D. All the above

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4

Herringbone bond is used for

A. Walls having thickness more than 4 bricks

B. Architectural finish to the face work

C. Ornamental panels in brick flooring

D. All the above

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4

The type of ashlar masonry in which stones are finely chisel dressed and thickness of joints does not exceed 3 mm, is

A. Chamfered ashlar masonry

B. Ashlar facing masonry

C. Random coursed ashlar masonry

D. Coursed ashlar masonry

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4

The nominal thickness of an expansion joint in brick walls, is kept more than

A. 5 mm

B. 10 mm

C. 15 mm

D. 20 mm

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4

The type of arch generally constructed over a wooden lintel or over a flat arch for the purpose of carrying the load of the wall above is

A. Segmental arch

B. Pointed arch

C. Relieving arch

D. Flat arch

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4

Dutch bond is a modification of

A. English bond

B. Stretcher bond

C. Header bond

D. Single Flemish bond

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4

The depth of concrete bed of the foundation depends upon

A. The projection of the concrete block beyond the footing over it

B. The upward soil pressure

C. The mix of the concrete

D. All the above

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4

In soils possessing low bearing capacity, the type of foundation generally provided, is

A. Column footing

B. Grillage footing

C. Raft footing

D. All the above

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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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4

A concrete structure is set on fire and the temperature raises to 1000°C. The strength of concrete as compared to original strength reduces to

A. 10 %

B. 15 %

C. 20 %

D. 25 %

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4

Pick up the incorrect statement from the following:

A. The retaining wall should be structurally capable to resist the applied earth pressure

B. The section of the retaining wall should be so proportioned that it may not overturn by the lateral pressure

C. The retaining wall should be safe against sliding

D. To drain off water from the earth retained, weep holes are provided near the top of the retaining wall

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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

The pile which supports the load due to friction between pile face and surrounding soil, is generally known as

A. Bearing pile

B. Friction pile

C. Sheet pile

D. Battered pile

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4

During percussion drilling

A. Ground water observations are hindered due to entry of the slurry in the soil below the bottom of the hole

B. Caving or mixing of strata are caused in soft soils or cohesionless soils

C. The soil to a considerable depth below the bottom of the hole gets disturbed

D. All the above