Cleat
Stop
Horn
None of these
A. Cleat
Uneven settlement of abutments
Sliding of voussoirs
Crushing of the material
All the above
Strap footing
Raft footing
Combined footing
Pier footing
First class bricks are used
Vertical joints in alternate courses are kept in plumb line
Bats are used where necessary
All the above
Dining halls
Bath rooms
Living rooms
Verandah
Spandril
Haunch
Springing
Soffit
25 to 50 mm
25 to 75 mm
75 to 125 mm
50 to 100 mm
Rafters
Purlins
Battens
Struts
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
Vibro pile
Pressure pile
Franki pile
Pedestal pile
The cost of square rooms is less
The expenditure on the foundation and roof for the double storeyed building is nearly half of that for the ground storeyed building
The cost of construction of a house may be minimised by restricting the height floors
All the above
Style
Reveal
Mullion
Post
10 cm
15 cm
Equal to its projection beyond wall base
Less than its projection beyond wall base
Two directions without break in the slope on each side
Two directions with break in the slope on each side
Four directions without break in the slope on each side
Four directions with break in the slope on each side
10 m
20 m
30 m
40 m
Ridge
Hip
Valley
None of these
Ridge
Hip
Valley
None of these
5 to 10 kg/cm2
15 to 20 kg/cm2
30 to 35 kg/cm2
40 to 45 kg/cm2
Simplex pile
Pedestal pile
Vibro pile
Both (a) and (c) of the above
Verticals
Reveals
Jambs
None of these
Slabs
Beams
Girders
All of these
Stretcher
Face
Front
Header
In a king post truss, principal rafter and tie beams are jointed together with a bridle joint
Joint between the principal rafter and the king post is made by making tenon and mortise respectively
Joint between strut and king post, is generally of mortise and tenon type
All the above
Compressible
Water logged
Made up
All the above
25 to 50 mm
30 to 125 mm
50 to 100 mm
75 to 125 mm
1 day
4 days
7 days
14 days
Three centred arch
Two centred arch
Lancet arch
Bull's eye arch
Cornice
Coping
Frieze
Lintel
25°
30°
40°
50°
Balusters
Strings
Newel posts
Soffits
Shed type
Gable type
Gambrel type
Mansard type