Friction pile
Bearing pile
Friction bearing pile
Rough pile
C. Friction bearing pile
Rafters
Purlins
Battens
Struts
10 m
20 m
30 m
40 m
du
1.25 du
1.5 du
1.75 du
b/2
b/3
b/4
b/6
Queen closer
Bevelled closer
King closer
Half king closer
Looking through the well in the vicinity
Standing on the well in the vicinity
Measuring the depth of water in the well
None of the above
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
Easy to handle
Lighter in weight
Extremely durable
All the above
In Flemish bond, headers and stretchers are laid alternately in the same course
In Flemish bond every header in each course lies centrally over every stretcher of the underlying course
In English bond, stretchers are laid in every course
In English bond, headers and stretchers are laid in alternate courses
Random rubble masonry
Coursed rubble masonry
Dry rubble masonry
Ashlar masonry
10 m
15 m
20 m
40 m
Under-ream pile
Friction pile
Bearing pile
Sheet pile
10 %
15 %
20 %
25 %
Is a downward drag acting on a pile due to downward movement of the surrounding compressible soil relative to the pile
Develops due to lowering of ground water
Both (a) and (b)
Neither (a) not (b)
h/4
1/2 h
h
2 h
In king post truss, one vertical post is used
In a queen post truss, one vertical post is used
In a queen post truss, two vertical posts are used
None of these
Double Flemish bond facing and English bond backing in each course
English bond facing and double Flemish bond backing in each course
Stretcher bond facing and double Flemish bond backing in each course
Double Flemish bond facing and header bond backing in each course
1 day
4 days
7 days
14 days
10 cm
15 cm
Equal to its projection beyond wall base
Less than its projection beyond wall base
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
Balusters
Newel posts
Balustrades
Railings
In soils that require lateral support
In cohesive soils
In soft soils
None of the above
The bearing capacity of a pile is defined as the load which can be sustained by the pile without producing excessive settlement
The safe bearing capacity of a pile is obtained by dividing the ultimate bearing capacity with a suitable factor of safety
The factor of safety for piles is taken as 6
All the above
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
Dormer window
Sky light window
Lantern window
Louvered window
Stretcher
Face
Front
Header
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
Balusters
Strings
Newel posts
Soffits
25 mm
40 mm
65 mm
100 mm
Copper sheets
Lead sheets
Aluminium sheets
All the above