Swelling and shrinkage characteristics prevail
Consolidation continues even after several years of construction
Differential settlement is generally prevalent
All the above
D. All the above
Platform
Relief
Rest
Landing
Ashlar arch
Rubble arch
Gauged arch
Axed arch
2 metres
2.5 metres
3 metres
None of the above
Uneven settlement of abutments
Sliding of voussoirs
Crushing of the material
All the above
5 mm
10 mm
15 mm
20 mm
Two curved arches
Gothic arches
Ogee arches
Drop gothic arches
Spandril
Haunch
Springing
Soffit
Louver
Stop
Horn
Rebate
1 in 20
1 to 50
1 in 10
1 in 5
Strap footing
Raft footing
Combined footing
Pier footing
Baluster
Header
String
Beam
1 cm per metre length
2 cm per metre length
4 cm per metre length
5 cm per metre length
25 to 50 mm
30 to 125 mm
50 to 100 mm
75 to 125 mm
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
Skew back
Soffit
Spandril
Haunch
3 day
7 days
14 days
21 days
50 m
60 m
75 m
90 m
Sedimentary rock
Metamorphic rock
Igneous rock
None of the above
Truck pointing
Recessed pointing
Struck pointing
Grooved pointing
Style
Reveal
Mullion
Post
Header
Stretcher
Closer
None of these
Draining sub-soil water
Ramming crushed stone in soil
Driving sand piles
Watering surface of soil
Are suitable for works under sea water
Resist shocks or vibrations
Are suitable for use as batter piles
Are useful for heavy vertical loads
Rafter
Ridge
Crown
Eave
Perpendicular distance between intrados and extrados
Vertical distance between springing line and intrados
Perpendicular distance between springing line and extrados
None of the above
First class bricks are used
Vertical joints in alternate courses are kept in plumb line
Bats are used where necessary
All the above
Ridge
Hip
Valley
None of these
du
1.25 du
1.5 du
1.75 du
0.5 m
0.7 m
0.9 m
1.2 m
Key
Soffit
Springer
Haunch