5
4
3
2
C. 3
25°
30°
40°
50°
Jambs
Lintels
Reveals
Soffits
Verticals
Reveals
Jambs
None of these
Half brick
Queen closer
King closer
Bevelled closer
Balusters
Newel posts
Balustrades
Railings
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)]
At the centre of the base
Within the middle third of the base
Within the middle fifth of the base
Neither (a), (b) nor (c)
In Flemish bond, headers and stretchers are laid alternately in the same course
In Flemish bond every header in each course lies centrally over every stretcher of the underlying course
In English bond, stretchers are laid in every course
In English bond, headers and stretchers are laid in alternate courses
Horizontal D.P.C. is provided at plinth level in internal walls
D.P.C. is provided under door and verandah openings
Vertical D.P.C. is not provided in internal walls
Cement concrete is a rigid damp-proofing material
Coastal regions
Plain regions
Covering large areas
All of the above
Granite
Chalk
Slate
Sand stone
Reverberation
Echo
Intensity of sound
Interference
Cracks appear on the plastered surface in the form of hair cracks
In brick work, the efflorescence is removed by applying a solution of zinc sulphate and water
Excessive thermal variations in the backing or plaster causes the plaster to fall
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
Are suitable for works under sea water
Resist shocks or vibrations
Are suitable for use as batter piles
Are useful for heavy vertical loads
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
Centring
Actual laying of arch work
Striking of centring
None of the above
Cleat
Stop
Horn
None of these
Haunch
Spandril
Voussoirs
Skewbacks
Hardness test
Workability test
Weight test
Toughness test
English cross bond
Dutch bond
Monk bond
Rat-trap bond
Chamfered ashlar masonry
Ashlar facing masonry
Random coursed ashlar masonry
Coursed ashlar masonry
Auger boring
Percussion drilling
Diamond drilling
Wash boring
50 N/cm2
100 N/cm2
150 N/cm2
200 N/cm2
Jambs
Posts
Reveals
Styles
Finishing of concrete
Curing of concrete
Placing of concrete
Compaction of concrete
10 cm
15 cm
20 cm
25 cm
Retaining wall
Breast wall
Buttress
Parapet wall
Three centred arch
Two centred arch
Lancet arch
Bull's eye arch
The seismic method
Electrical resistivity method
Gravitational method
Both (a) and (b) of the above