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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

Correct Answer :

D. All the above


Related Questions

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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

To construct a 10 cm thick partition wall, you will prefer

A. English bond

B. Flemish bond

C. Header bond

D. Stretcher bond

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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

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

Pick up the correct statement from the following:

A. In a king post truss, principal rafter and tie beams are jointed together with a bridle joint

B. Joint between the principal rafter and the king post is made by making tenon and mortise respectively

C. Joint between strut and king post, is generally of mortise and tenon type

D. All the above

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4

Open test pit is only suitable upto a depth of

A. 2 metres

B. 2.5 metres

C. 3 metres

D. None of the above

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4

The type of pointing in which upper side of mortar joints is kept about 12 mm inside the face of the masonry and bottom is kept flushed with face of wall, is

A. Truck pointing

B. Recessed pointing

C. Struck pointing

D. Grooved pointing

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4

In places where the soil is soft and has small resistance to the flow of concrete, which one of the following types of piles, is used

A. Vibro pile

B. Pressure pile

C. Franki pile

D. Pedestal pile

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4

A temporary rigid structure having platforms to enable masons to work at different stages of a building, is known as

A. Scaffolding

B. Dead shore

C. Raking shore

D. Under pinning

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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

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4

The local swelling of a finished plaster, is termed

A. Cracking

B. Dubbing

C. Blistering

D. Hacking

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4

Depth of lean concrete bed placed at the bottom of a wall footing, is kept

A. 10 cm

B. 15 cm

C. Equal to its projection beyond wall base

D. Less than its projection beyond wall base

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4

The piece of a brick cut with its one corner equivalent to half the length and half the width of a full brick, is known as

A. Queen closer

B. Bevelled closer

C. King closer

D. Half king closer

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4

The foundations are placed below ground level, to increase

A. Strength

B. Workability

C. Stability of structure

D. All the above

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4

In flat roof of reinforced cement concrete, the recommended angle of slope, is

A. Zero

B. A few degrees

C. 10°

D. 200°

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4

A solid core of rock is formed inside the cylinder in the case of

A. Auger boring

B. Percussion drilling

C. Diamond drilling

D. Wash boring

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4

You are asked to design and supervise a truss for a factory to have spans 6 m to 9 m. The type of the truss you will use, is

A. Mansard truss

B. Queen post truss

C. King post truss

D. Collar truss

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4

The maximum permissible differential settlement, in case of foundations in clayey soil, is usually limited to

A. 10 mm

B. 20 mm

C. 30 mm

D. 40 mm

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4

In horizontal D.P.C, thickness of cement concrete (1 : 2 : 4) is

A. 2 cm

B. 4 cm

C. 6 cm

D. 8 cm

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4

The important test to be conducted on a stone used in docks and harbours is

A. Hardness test

B. Workability test

C. Weight test

D. Toughness test

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4

Pick up the correct statement from the following:

A. A mortar joint having a concave finishing in brick masonry, is called keyed joint

B. A mortar joint projecting beyond the face of a masonry wall, is called tucked joint

C. A mortar joint having a recess in it, is called ruled joint

D. All the above

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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

A wooden block hinged on post outside a door, is known

A. Cleat

B. Stop

C. Horn

D. None of these

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4

While investigating the site, a thick layer of fairly firm clay over a deep layer of soft clay is encountered. In such a situation, the following type of foundation is useful:

A. Pile formation

B. Raft foundation

C. Grillage foundation

D. None of these

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4

To ensure that supporting area of an offset footing of a boundary wall is fully compressive, the C.G. of load must act

A. At the centre of the base

B. Within the middle third of the base

C. Within the middle fifth of the base

D. Neither (a), (b) nor (c)

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4

For constructing a terrazzo floor, Pick up the incorrect statement from the following:

A. A base course is prepared as in cement concrete flooring

B. A 32 mm thick layer of cement concrete (1 : 2 : 4) is laid on the base course and the surface is made smooth by trowelling

C. Glass strips are driven into the layer according to the pattern required

D. After final grinding is over, oxalic acid mixed with water is spread over and rubbed hard with soft material

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4

As compared to stretcher course, the thickness of joints in header course should be

A. Less

B. More

C. Equal

D. Equal or more

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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

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 strength of brick masonry in 1:6 cement mortar, is

A. 20 tonnes/m2

B. 40 tonnes/m2

C. 50 tonnes/m2

D. 60 tonnes/m2