Is the most primitive method for making a hole in the ground
Is generally employed in cohesive and other self soils above water table
Is most economical upto a depth of 5 metres
All the above
D. All the above
Friction pile
Sheet pile
Batter pile
Anchor pile
Half brick
Queen closer
King closer
Bevelled closer
Is a metamorphic rock
Splits into thin sheets along its bedding planes
Has a smooth surface and contains alumina and silica
Possesses good water absorption capacity
Are suitable for works under sea water
Resist shocks or vibrations
Are suitable for use as batter piles
Are useful for heavy vertical loads
The pile driven in sand is called sand pile
The drilled hole filled with sand is called sand pile
The sand piles are used for bearing purposes
None of these
Bearing pile
Friction pile
Sheet pile
Battered pile
The width of the wall is constructed thicker at the base in a stepped fashion
A long vertical load transferring concrete structure is called a concrete pile
In pile which transfers the load to the soil by the friction between the pile and the surrounding soil is called friction pile
The pile which transfers the load to a hard rock bed at certain depth is called load bearing
Jambs
Posts
Reveals
Styles
h/4
1/2 h
h
2 h
Between ceiling and ground level
Between ceiling and floor level
Upto roof above ground level
Upto ceiling from the ground level
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
Chamfered ashlar masonry
Ashlar facing masonry
Random coursed ashlar masonry
Coursed ashlar masonry
The column spacing
One-third the column spacing
Half the column spacing
Three-fourth the column spacing
Bay window
Casement window
Lantern window
Dormer window
Is not suitable for deposits containing very coarse gravel
Hinders the ground water observations and permeability test
Is not economical for holes of less than 10 cm
All the above
Six quarters in a row
The size of room is either 3.5 m × 3 m or 4.2 m × 2.5 m
The front verandah is kept 2 m wide
All the above
Combined footing
Raft footing
Pier footing
Strap footing
Haunch
Spandril
Soffit
Rise
1 : 2
1 : 3
1 : 4
1 : 6
Finishing of concrete
Curing of concrete
Placing of concrete
Compaction of concrete
2 cm
4 cm
6 cm
8 cm
To drain off the water from the filling
To ventilate the stone masonry
To add architectural beauty
To increase compaction of the earth retained
Sides of beams and girders
Column forms
Bottom of beams and girders
All the above at the same time
Upper flange of top tier
Lower beam of lower tier
Ends of external beams
None to these
15 cm × 15 cm × 1.8 cm
20 cm × 20 cm × 2 cm
22.5 × 22.5 cm × 2.2 cm
All the above
Ashlar arch
Rubble arch
Gauged arch
Axed arch
There is no horizontal tie beam
There is a horizontal tie at the feet of rafters only
There is a horizontal tie at almost the middle of rafters only
There are two horizontal ties, one at the feet and other at the middle of the rafters
The maximum projection of the corbel should not be more than the thickness of the wall
The maximum projection of each corbel course should be limited to a quarter brick at a time
The discontinuous corbels are used to carry heavy concentrated loads
Stretcher bond is generally used for the construction of brick corbel
To support the frame work of the roof
To receive the ends of principal rafter
To prevent the walls from spreading outward
To prevent the tie beam from sagging at its centre
2 to 3 t/m2
5 to 7.5 t/m2
8 to 10 t/m2
10 to 12 t/m2