Grouting
Chemical action
Drainage
Compaction
C. Drainage
Soffits
Voussoirs
Haunches
Spandrils
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
1 in 20
1 to 50
1 in 10
1 in 5
Vibro pile
Pressure pile
Franki pile
Pedestal pile
b/2
b/3
b/4
b/6
Raft foundation
Grillage foundation
Well foundation
Isolated footing
Ground water observations are hindered due to entry of the slurry in the soil below the bottom of the hole
Caving or mixing of strata are caused in soft soils or cohesionless soils
The soil to a considerable depth below the bottom of the hole gets disturbed
All the above
Pile formation
Raft foundation
Grillage foundation
None of these
Retaining wall
Breast wall
Buttress
Parapet wall
10 cm
15 cm
Equal to its projection beyond wall base
Less than its projection beyond wall base
Soffit
Intrados
Haunch
Back
Strap footing
Raft footing
Combined footing
Pier footing
Jambs
Posts
Reveals
Styles
Cleat
Stop
Horn
None of these
Quartz
Felspar
Mica
None of the above
Are vertical wooden members
Is the upper horizontal wooden member
Is the lower horizontal wooden member
Are the intermediate horizontal wooden members
Cavity of a cavity wall should start near ground level
Cavity of a cavity wall should terminate near eaves level of sloping roof
Cavity of a cavity wall should terminate near coping of flat roof with parapet wall
All the above
In header course
In stretcher course
In header course next to first brick
In stretcher course next to first brick
Queen closer
Bevelled closer
King closer
Half king closer
To drain off the water from the filling
To ventilate the stone masonry
To add architectural beauty
To increase compaction of the earth retained
25 to 50 mm
25 to 75 mm
30 to 125 mm
50 to 100 mm
(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)]
350
420
450
500
Haunch
Spandril
Voussoirs
Skewbacks
Parallel to grains
45° to grains
Perpendicular to grains
Same in all directions
1 day
4 days
7 days
14 days
The operation theatre unit to be detached as it requires sterilized zone but near the ward for the patients and doctor
The mortuary should be detached from the main circulation with a post-mortem room
Casualty unit should be provided a separate entrance
All the above
0.5 m
0.7 m
0.9 m
1.2 m
Q = Wh/6 (S + 2.5)
Q = Wh/2.5 (S + 6)
Q = (W × 6)/h (S + 2.5)
Q = (W × 2.5)/6 (S + h)
Plain cement concrete is equally strong in compression as well as in tension
Slump test is performed to check concrete strength
Curing of concrete is done for proper compaction of cement
Fineness modulus is the index number expressing the relative sizes of both coarse and fine aggregates