1/2 horizontal to 1 vertical
2/3 horizontal to 1 vertical
1 horizontal to 1 vertical
2 horizontals to 1 vertical
C. 1 horizontal to 1 vertical
1/6th of the span
1/8th of the span
1/10th of the span
1/12th of the span
(P/w) × [(1 + sin φ)/(1 - sin φ)]²
(P/w) × [(1 - sin φ)/(1 + sin φ)]²
(P/2w) × [(1 - sin φ)/(1 + sin φ)]²
(P/w) × [(1 + sin φ)/(1 - sin φ)]
25 to 50 mm
25 to 75 mm
30 to 125 mm
50 to 100 mm
Cornice
Coping
Frieze
Lintel
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
Strap footing
Raft footing
Combined footing
Pier footing
Half brick
Queen closer
King closer
Bevelled closer
Retaining wall
Breast wall
Buttress
Parapet wall
Are cohesionless aggregates
Vary in size between 2 to 20 mm
Never swell when they come into contact with water
All the above
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
Ceiling
15 cm above floor level
200 cm
Level of the tap
Heat insulated
Sound insulated
Neither (a) nor (b)
Both (a) and (b)
Key
Soffit
Springer
Haunch
Simplex pile
Vibro pile
Raymond pile
Franki pile
Lime mortar with cement in the ratio of in 10 is cheaper and better for outside plaster
For very cold or very hot climate, a compact and closed plan should be provided
On the sea coast, an exposed and open house is generally preferred
All the above
Shed roof
Gable end roof
Hipped roof
Gambrel roof
Stone steps
Built up steps
Spandril steps
None of these
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)]
15 cm × 15 cm × 1.8 cm
20 cm × 20 cm × 2 cm
22.5 × 22.5 cm × 2.2 cm
All the above
1 cm per metre length
2 cm per metre length
4 cm per metre length
5 cm per metre length
In header course
In stretcher course
In header course next to first brick
In stretcher course next to first brick
Reverberation
Echo
Intensity of sound
Interference
To drain off the water from the filling
To ventilate the stone masonry
To add architectural beauty
To increase compaction of the earth retained
90 mm
150 mm
190 mm
200 mm
Construction piles
Raking piles
Eccentric piles
Sinking piles
Header
Stretcher
Closer
None of these
Grouting
Chemical action
Drainage
Compaction
The projection of the concrete block beyond the footing over it
The upward soil pressure
The mix of the concrete
All the above
0.5 m
0.7 m
0.9 m
1.2 m
2.5 m
3.5 m
4.5 m
5.5 m