Ashlar arch
Rubble arch
Gauged arch
Axed arch
A. Ashlar arch
Distance of C.G. of the loads from the smaller column = 3.00 m
The length of the foundation slab = 7.00 m
Area of footing slab = 11.00 m2
All the above
Shoring
Underpinning
Jacking
Piling
350
420
450
500
One course of headers to three or five course of stretchers
Queen closer in provided in each heading course
The middle course of stretchers is started with a header to give proper vertical joints
All the above
Ridge
Hip
Valley
None of these
25°
30°
40°
50°
Simplex pile
Mac-Arthur pile
Raymond pile
Franki pile
Mosaic floor
Terrazzo floor
Chips floor
Marble floor
Shed roof
Gable end roof
Hipped roof
Gambrel roof
Very hard soil
Cemented soil
Vary soft soil
All the above
Haunch
Spandril
Soffit
Rise
Simplex pile
Pedestal pile
Vibro pile
Both (a) and (c) of the above
Granite
Marble
Sand stone
Slate
1 cm per metre length
2 cm per metre length
4 cm per metre length
5 cm per metre length
Deodar and Shishum
Chir and sal
Sal and teak
Chir and deodar
Purlin
Cleat
Batten
Strut
90 mm
150 mm
190 mm
200 mm
1 : 1
1 : 2
1 : 3
1 : 4
H-pile
Screw pile
Disc pile
Pipe pile
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)
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
Stronger
More compact
Costly
None of the above
Cleat
Stop
Horn
None of these
The underside of a stair
Outer projecting edge of a tread
A sloping member which supports the steps in a stair
A vertical member between two treads
300 to 350 mm
400 to 450 mm
500 to 550 mm
600 to 650 mm
A base course is prepared as in cement concrete flooring
A 32 mm thick layer of cement concrete (1 : 2 : 4) is laid on the base course and the surface is made smooth by trowelling
Glass strips are driven into the layer according to the pattern required
After final grinding is over, oxalic acid mixed with water is spread over and rubbed hard with soft material
Bearing capacity is low
Permeability is uncertain
Particles are cohesive
Property to undergo a volumetric change due to variation of moisture content
Bay window
Casement window
Lantern window
Dormer window
Hardness test
Workability test
Weight test
Toughness test
Are suitable for works under sea water
Resist shocks or vibrations
Are suitable for use as batter piles
Are useful for heavy vertical loads