Cork flooring
Glass flooring
Wooden flooring
Linoleum flooring
A. Cork flooring
Header
Stretcher
Closer
None of these
Looking through the well in the vicinity
Standing on the well in the vicinity
Measuring the depth of water in the well
None of the above
The direction of the prevailing winds in the area
The exposure of the walls and roof of the buildings to the rays of sun
The extent up to which the sunrays penetrate with the verandah
All the above
Simplex pile
Vibro pile
Raymond pile
Franki pile
Dubbing
Hacking
Blistering
Peeling
Lean concrete bed is provided
Thick concrete bed is provided
Reinforced concrete bed is provided
Both (a) and (c) of the above
Shed type
Gable type
Gambrel type
Mansard type
Ashlar arch
Rubble arch
Gauged arch
Axed arch
L/100
L/150
L/260
L/360
Haunch
Spandril
Soffit
Rise
The cost of square rooms is less
The expenditure on the foundation and roof for the double storeyed building is nearly half of that for the ground storeyed building
The cost of construction of a house may be minimised by restricting the height floors
All the above
Increase the depth of foundation
Drain the soil
Compact the soil
Replace the poor soil
H-pile
Pipe pile
Screw pile
Disc pile
Cornice
Coping
Frieze
Lintel
Half brick
Queen closer
King closer
Bevelled closer
Rocky soils
Clay soils
Sandy soil
All of these
1 day
4 days
7 days
14 days
Mansard truss
Queen post truss
King post truss
Collar truss
Coastal regions
Plain regions
Covering large areas
All of the above
Reinforced marble floor
Terrazzo floor
Marble floor
Chip floor
1 metre
2 metres
3 metres
4 metres
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)
Deodar and Shishum
Chir and sal
Sal and teak
Chir and deodar
Grouting
Chemical action
Drainage
Compaction
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
Centring
Actual laying of arch work
Striking of centring
None of the above
Topping
Bedding
Screeding
None of these
Flemish bond
English bond
Stretcher bond
Header bond
Cornice
Coping
Frieze
Lintel
Upper flange of top tier
Lower beam of lower tier
Ends of external beams
None to these