Key
Soffit
Springer
Haunch
A. Key
Dynamic formula
Static formula
Pile load tests
All the above
Machine foundations
Factory building
Tall structures
All the above
Half brick
Queen closer
King closer
Bevelled closer
Perpendicular distance between intrados and extrados
Vertical distance between springing line and intrados
Perpendicular distance between springing line and extrados
None of the above
Purlin
Cleat
Batten
Strut
40 cm
Equal to flange width
Twice the flange width
Maximum of (a), (b) and (c)
Shoring
Scaffolding
Underpinning
Jacking
Copper sheets
Lead sheets
Aluminium sheets
All the above
In header course
In stretcher course
In header course next to first brick
In stretcher course next to first brick
10 m
20 m
30 m
40 m
Verticals
Reveals
Jambs
None of these
Bed block
Perpend
Lintel
Vertical line
10 mm
20 mm
30 mm
40 mm
Are suitable for works under sea water
Resist shocks or vibrations
Are suitable for use as batter piles
Are useful for heavy vertical loads
Platform
Relief
Rest
Landing
Plaster of Paris
Barium plaster
Martin's cement
Keen's cement
Vertical wooden member on either end
Lower horizontal wooden member
Upper horizontal wooden member
Intermediate horizontal wooden member
Cornice
Coping
Frieze
Lintel
10 cm
15 cm
20 cm
25 cm
Efflorescence
Bleaching of paints
Crumbling of plaster
Growth of termites
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
2 cm
4 cm
6 cm
8 cm
1 day
4 days
7 days
14 days
d = 0.445 a
d = 0.557 a
d = 0.775 a
None of these
Balusters
Strings
Newel posts
Soffits
50 cm
60 cm
80 cm
90 cm
15 cm × 15 cm × 1.8 cm
20 cm × 20 cm × 2 cm
22.5 × 22.5 cm × 2.2 cm
All the above
25°
30°
40°
50°
Coastal regions
Plain regions
Covering large areas
All of the above
Cornice
Coping
Frieze
Lintel