Louver
Stop
Horn
Rebate
D. Rebate
Is a downward drag acting on a pile due to downward movement of the surrounding compressible soil relative to the pile
Develops due to lowering of ground water
Both (a) and (b)
Neither (a) not (b)
The underside of a stair
Outer projecting edge of a tread
A sloping member which supports the steps in a stair
A vertical member between two treads
Between ceiling and ground level
Between ceiling and floor level
Upto roof above ground level
Upto ceiling from the ground level
Ashlar arch
Rubble arch
Gauged brick arch
Axed brick arch
55 cm
70 cm
85 cm
100 cm
10 mm
20 mm
30 mm
40 mm
Half brick
Queen closer
King closer
Bevelled closer
Is used to transfer heavy structural loads from steel columns to a soil having low bearing capacity
Is light and economical
Does not require deep cutting as the required base area with required pressure intensity is obtained at a shallow depth
All the above
The silt soil has particle size from 0.02 mm to 0.06 mm
In organic fine grained silt soil possesses no plasticity
The least plastic type normally consists of more or less equidimensional grains of quartz
All the above
Ridge
Hip
Valley
None of these
Lantern window
Dormer window
Louvered window
Rash window
5
4
3
2
A base course is prepared as in cement concrete flooring
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
Glass strips are driven into the layer according to the pattern required
After final grinding is over, oxalic acid mixed with water is spread over and rubbed hard with soft material
Dormer window
Sky light window
Lantern window
Louvered window
Dynamic formula
Static formula
Pile load tests
All the above
Shed type
Gable type
Gambrel type
Mansard type
10 cm
15 cm
20 cm
25 cm
9 cm × 9 cm × 9 cm
9 cm × 9 cm × 4.5 cm
9 cm × 4.5 cm × 9 cm
1.8 cm × 4.5 cm × 9 cm
Compressible
Water logged
Made up
All the above
The seismic method
Electrical resistivity method
Gravitational method
Both (a) and (b) of the above
Chamfered ashlar masonry
Ashlar facing masonry
Random coursed ashlar masonry
Coursed ashlar masonry
Grouting
Chemical action
Drainage
Compaction
Laying bricks as stretchers in cement mortar
Laying bricks as headers in cement mortar
Reinforcing brick wall with iron straps
Constructing brick work within a wooden framework
1 : 1
1 : 2
1 : 3
1 : 4
1 : 2
1 : 3
1 : 4
1 : 6
Slabs
Beams
Girders
All of these
Ashlar arch
Rubble arch
Gauged arch
Axed arch
3 day
7 days
14 days
21 days
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
Scaffolding
Dead shore
Raking shore
Under pinning