Header
Stretcher
Closer
None of these
A. Header
Hip
Gable
Ridge
Eaves
Two curved arches
Gothic arches
Ogee arches
Drop gothic arches
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
Ridge
Hip
Valley
None of these
Transoms
Horns
Stops
Chocks
Equal to width of stairs
Half the width of stairs
Twice the width of stairs
One fourth the width of stairs
Simplex pile
Pedestal pile
Vibro pile
Both (a) and (c) of the above
Are cohesionless aggregates
Vary in size between 2 to 20 mm
Never swell when they come into contact with water
All the above
Rising of water table
Vibrations caused by traffic movements
Mining in the neighbourhood
All the above
Stronger
More compact
Costly
None of the above
1/2 horizontal to 1 vertical
2/3 horizontal to 1 vertical
1 horizontal to 1 vertical
2 horizontals to 1 vertical
Ground level
Plinth level
Water table level
Midway ground level and water-table level
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
D.P.C. should be continuous
D.P.C. should be of good impervious material
D.P.C. may be horizontal or vertical
All the above
To support the common rafter
To support purlins
To prevent the purlins from tilting
All of the above
The pile driven in sand is called sand pile
The drilled hole filled with sand is called sand pile
The sand piles are used for bearing purposes
None of these
Lantern window
Dormer window
Louvered window
Rash window
3.5 m or less
3.5 m but less than 5 m
5 m but less than 6.5 m
6.5 m but less than 8 m
English bond
Flemish bond
Header bond
Stretcher bond
(P/w) × [(1 + sin φ)/(1 - sin φ)]²
(P/w) × [(1 - sin φ)/(1 + sin φ)]²
(P/2w) × [(1 - sin φ)/(1 + sin φ)]²
(P/w) × [(1 + sin φ)/(1 - sin φ)]
Slabs
Beams
Girders
All of these
The projection of the concrete block beyond the footing over it
The upward soil pressure
The mix of the concrete
All the above
Three centred arch
Two centred arch
Lancet arch
Bull's eye arch
Mansard truss
Queen post truss
King post truss
Collar truss
Ranging rod
Steel tape
Levelling staff
Boning rod
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
Soffits
Voussoirs
Haunches
Spandrils
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
90 mm
150 mm
190 mm
200 mm
Parallel to grains
45° to grains
Perpendicular to grains
Same in all directions