Dormer window
Lantern window
Louvered window
Sky window
B. Lantern window
12
18
24
25
10 %
15 %
20 %
25 %
Cleat
Stop
Horn
None of these
Lantern window
Dormer window
Louvered window
Rash window
Compressible
Water logged
Made up
All the above
Friction pile
Sheet pile
Batter pile
Anchor pile
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
Are suitable for works under sea water
Resist shocks or vibrations
Are suitable for use as batter piles
Are useful for heavy vertical loads
Purlin
Cleat
Batten
Strut
Stone steps
Built up steps
Spandril steps
None of these
Lack of ventilation
Alternate wet and dry conditions
Complete submergence in water
None of the above
English bond
Flemish bond
Header bond
Stretcher bond
Cornice
Coping
Frieze
Lintel
Upper horizontal wooden member
Lower horizontal wooden member
Intermediate horizontal wooden member
Vertical wooden member
Simplex pile
Vibro pile
Raymond pile
Franki pile
H-pile
Screw pile
Disc pile
Pipe pile
Cavity of a cavity wall should start near ground level
Cavity of a cavity wall should terminate near eaves level of sloping roof
Cavity of a cavity wall should terminate near coping of flat roof with parapet wall
All the above
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
Verticals
Reveals
Jambs
None of these
Soffit
Intrados
Haunch
Back
2 cm
4 cm
6 cm
8 cm
1, 2, 3, 4, 5
5, 4, 3, 2, 1
2, 1, 3, 5, 4
3, 2, 5, 1, 4
Half brick
Queen closer
King closer
Bevelled closer
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
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
Round steps
Angular steps
Winders
Radial steps
Isolated footing is provided under column to transfer the load safely to soil bed
Column footings may have steps or projections in the concrete base
Heavily loaded column base must be provided steel reinforcement in both directions
All the above
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
Style
Reveal
Mullion
Post
Dead loads
Live loads
Wind loads
All of these