1 day
4 days
7 days
14 days
A. 1 day
Style
Reveal
Mullion
Post
Granite
Marble
Sand stone
Slate
Are suitable for works under sea water
Resist shocks or vibrations
Are suitable for use as batter piles
Are useful for heavy vertical loads
1 day
4 days
7 days
14 days
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)]
Half brick
Queen closer
King closer
Bevelled closer
English cross bond
Dutch bond
Monk bond
Rat-trap bond
Swelling and shrinkage characteristics prevail
Consolidation continues even after several years of construction
Differential settlement is generally prevalent
All the above
In dog-legged stairs, no space between its flights is provided
In open newel stair, a rectangular well is provided
In geometric stair, a curved shaped well between forward and backward flights, is provided
In geometrical stair, two quarter space landing is provided
Bearing capacity is low
Permeability is uncertain
Particles are cohesive
Property to undergo a volumetric change due to variation of moisture content
H-pile
Screw pile
Disc pile
Pipe pile
Highest point on the extrados of the arch
Highest point on the intrados of the arch
Skew-back of the arch
None of these
Easy to handle
Lighter in weight
Extremely durable
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
The column spacing
One-third the column spacing
Half the column spacing
Three-fourth the column spacing
Shed roof
Gable end roof
Hipped roof
Gambrel roof
Ceiling
15 cm above floor level
200 cm
Level of the tap
Stone steps
Built up steps
Spandril steps
None of these
25 to 50 mm
30 to 125 mm
50 to 100 mm
75 to 125 mm
Key
Soffit
Springer
Haunch
0.5 m
0.7 m
0.9 m
1.2 m
Heart shakes
Cupshakes
Starshakes
Rindgalls
The retaining wall should be structurally capable to resist the applied earth pressure
The section of the retaining wall should be so proportioned that it may not overturn by the lateral pressure
The retaining wall should be safe against sliding
To drain off water from the earth retained, weep holes are provided near the top of the retaining wall
Dormer window
Sky light window
Lantern window
Louvered window
Ground level and springing line
Crown and springing line
Crown and ground level
Intrados and extrados
10 m
15 m
20 m
40 m
1 metre
2 metres
3 metres
4 metres
Are cohesionless aggregates
Vary in size between 2 to 20 mm
Never swell when they come into contact with water
All the above
Rocky soils
Clay soils
Sandy soil
All of these
1 : 2
1 : 3
1 : 4
1 : 6