Plaster of Paris
Barium plaster
Martin's cement
Keen's cement
B. Barium plaster
1, 2, 3, 4, 5
5, 4, 3, 2, 1
2, 1, 3, 5, 4
3, 2, 5, 1, 4
Verticals
Reveals
Jambs
None of these
The roof slabs of multi-storeyed buildings are constructed monolithically to carry the various floor loads
The beams of multi-storeyed buildings rest on girders and are the main load transferring members to the columns
The slab is spanned across the secondary beams provided between the main beams
All of these
Style
Reveal
Mullion
Post
Bearing pile
Friction pile
Sheet pile
Battered pile
5
4
3
2
1 day
4 days
7 days
14 days
Copper sheets
Lead sheets
Aluminium sheets
All the above
Shed roof
Gable end roof
Hipped roof
Gambrel roof
Ceiling
15 cm above floor level
200 cm
Level of the tap
Are cohesionless aggregates
Vary in size between 2 to 20 mm
Never swell when they come into contact with water
All the above
Ridge
Hip
Valley
None of these
Simplex pile
Pedestal pile
Vibro pile
Both (a) and (c) of the above
H-pile
Pipe pile
Screw pile
Disc pile
Black cotton soil
Loose fine sandy soil
Dry coarse sandy soil
Hard rocks
Ground level
Plinth level
Water table level
Midway ground level and water-table level
5 mm
10 mm
15 mm
20 mm
English bond
Stretcher bond
Header bond
Single Flemish bond
Free from voids
Glossy
Durable
Uniform
Dead loads
Live loads
Wind loads
All of these
Jambs
Lintels
Reveals
Soffits
The sand in the sand pile is well compacted
The sand is kept moist at the time of placing and tamping
Sand piles are generally used under column loads
All of the above
b/2
b/3
b/4
b/6
wh × [(1 - sin φ)/(1 + sin φ)]
(wh/2) × [(1 - sin φ)/(1 + sin φ)]
wh × √[(1 - sin φ)/(1 + sin φ)]
wh × √[(1 + sin φ)/(1 - sin φ)]
50 N/cm2
100 N/cm2
150 N/cm2
200 N/cm2
Louver
Stop
Horn
Rebate
Three centred arch
Two centred arch
Lancet arch
Bull's eye arch
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
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)
In soils that require lateral support
In cohesive soils
In soft soils
None of the above