Friction pile
Sheet pile
Batter pile
Anchor pile
C. Batter pile
Retaining wall
Breast wall
Buttress
Parapet wall
Combined footing
Raft footing
Pier footing
Strap footing
350
420
450
500
1, 2, 3, 4, 5
5, 4, 3, 2, 1
2, 1, 3, 5, 4
3, 2, 5, 1, 4
There is no horizontal tie beam
There is a horizontal tie at the feet of rafters only
There is a horizontal tie at almost the middle of rafters only
There are two horizontal ties, one at the feet and other at the middle of the rafters
10 %
15 %
20 %
25 %
Less
More
Equal
Equal or more
Coastal regions
Plain regions
Covering large areas
All of the above
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)
Dynamic formula
Static formula
Pile load tests
All the above
Header
Stretcher
Closer
None of these
A tube of about 2 metres length and 20 cm diameter with a cutting edge
A flap valve at the bottom of tube is provided to extract the soil sample
The tube is raised and lowered by 4 thick rope moving over a pulley suspended on a tripod stand
All the above
English bond is used for brick masonry to support heavy loads
Double-Flemish bond is suitable for brick masonry to give uniform face appearance
The stretcher bond is used for the construction of half brick masonry brick
All the above
Jambs
Lintels
Reveals
Soffits
1 cm per metre length
2 cm per metre length
4 cm per metre length
5 cm per metre length
Retaining wall
Breast wall
Buttress
Parapet wall
Gable roof
Hip roof
Gambrel roof
Mansard roof
Recessed pointing
Weather pointing
V-pointing
Tuck pointing
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
1/2
1
2
1/4
Highest point on the extrados of the arch
Highest point on the intrados of the arch
Skew-back of the arch
None of these
Topping
Bedding
Screeding
None of these
Dead loads
Live loads
Wind loads
All of these
Is the most primitive method for making a hole in the ground
Is generally employed in cohesive and other self soils above water table
Is most economical upto a depth of 5 metres
All the above
Very hard soil
Cemented soil
Vary soft soil
All the above
Queen closer
Bevelled closer
King closer
Half king closer
d = 0.445 a
d = 0.557 a
d = 0.775 a
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
Are cohesionless aggregates
Vary in size between 2 to 20 mm
Never swell when they come into contact with water
All the above
Vertical wooden member on either end
Lower horizontal wooden member
Upper horizontal wooden member
Intermediate horizontal wooden member