Stretcher
Face
Front
Header
D. Header
Under-ream pile
Friction pile
Bearing pile
Sheet pile
Three centred arch
Two centred arch
Lancet arch
Bull's eye arch
40 cm
Equal to flange width
Twice the flange width
Maximum of (a), (b) and (c)
Ground level
Plinth level
Water table level
Midway ground level and water-table level
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
Heat insulation
Sound insulation
Prevention of dampness
All the above
10 cm
15 cm
Equal to its projection beyond wall base
Less than its projection beyond wall base
10 %
15 %
20 %
25 %
The direction of the prevailing winds in the area
The exposure of the walls and roof of the buildings to the rays of sun
The extent up to which the sunrays penetrate with the verandah
All the above
Simplex pile
Franki pile
Pressure pile
Vibro pile
Retaining wall
Breast wall
Buttress
Parapet wall
Stretcher
Face
Front
Header
Cleat
Stop
Horn
None of these
A combined footing is so proportioned that centre of gravity of supporting area coincides with centre of gravity of two column loads
A combined footing may be either rectangular or trapezoidal in shape
Trapezoidal shaped footings may be provided under any loading
All the above
Balusters
Newel posts
Balustrades
Railings
Zero
A few degrees
10°
200°
Two curved arches
Gothic arches
Ogee arches
Drop gothic arches
Topping
Bedding
Screeding
None of these
The silt soil has particle size from 0.02 mm to 0.06 mm
In organic fine grained silt soil possesses no plasticity
The least plastic type normally consists of more or less equidimensional grains of quartz
All the above
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
The sand in the sand pile is well compacted
The sand is kept moist at the time of placing and tamping
Sand piles are generally used under column loads
All of the above
Jambs
Posts
Reveals
Styles
5
4
3
2
Retaining wall
Breast wall
Buttress
Parapet wall
Are suitable for works under sea water
Resist shocks or vibrations
Are suitable for use as batter piles
Are useful for heavy vertical loads
To drain off the water from the filling
To ventilate the stone masonry
To add architectural beauty
To increase compaction of the earth retained
Rafter
Ridge
Crown
Eave
5 cm
7.5 cm
10 cm
15 cm
Heart shakes
Cupshakes
Starshakes
Rindgalls
0°
30°
60°
90°