Balusters
Strings
Newel posts
Soffits
A. Balusters
Ashlar arch
Rubble arch
Gauged brick arch
Axed brick arch
Combined footing
Raft footing
Pier footing
Strap footing
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
Skew back
Soffit
Spandril
Haunch
Cement is added to lime mortar to increase its hydraulic properties only
Lime surkhi mortar is used for pointing the walls
Lime should be slaked before preparing lime mortar
High early strength concrete is generally used in cold weather
Jambs
Posts
Reveals
Styles
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
Half brick
Queen closer
King closer
Bevelled closer
40 cm
Equal to flange width
Twice the flange width
Maximum of (a), (b) and (c)
Mortise and tenon joint
Oblique mortise and tenon joint
Butt joint
Mitred joint
9 cm × 9 cm × 9 cm
9 cm × 9 cm × 4.5 cm
9 cm × 4.5 cm × 9 cm
1.8 cm × 4.5 cm × 9 cm
Distance of C.G. of the loads from the smaller column = 3.00 m
The length of the foundation slab = 7.00 m
Area of footing slab = 11.00 m2
All the above
h/4
1/2 h
h
2 h
Auger boring
Percussion drilling
Diamond drilling
Wash boring
5 m
10 m
15 m
20 m
1 cm per metre length
2 cm per metre length
4 cm per metre length
5 cm per metre length
Is not suitable for deposits containing very coarse gravel
Hinders the ground water observations and permeability test
Is not economical for holes of less than 10 cm
All the above
Balusters
Newel posts
Balustrades
Railings
Cleat
Stop
Horn
None of these
5 to 10 kg/cm2
15 to 20 kg/cm2
30 to 35 kg/cm2
40 to 45 kg/cm2
Grouting
Chemical action
Drainage
Compaction
Raft foundation
Grillage foundation
Well foundation
Isolated footing
1 day
4 days
7 days
14 days
Pitched and sloping roof
Flat roof
Shell roof
None of the above
Q = Wh/6 (S + 2.5)
Q = Wh/2.5 (S + 6)
Q = (W × 6)/h (S + 2.5)
Q = (W × 2.5)/6 (S + h)
Ground level
Plinth level
Water table level
Midway ground level and water-table level
(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)]
Hacking
Dubbing out
Blistering
Peeling
2 cm
4 cm
6 cm
8 cm
Between ceiling and ground level
Between ceiling and floor level
Upto roof above ground level
Upto ceiling from the ground level