Hard rock
Moist clay
Soft rock
Coarse sandy soil
B. Moist clay
Simplex pile
Mac-Arthur pile
Raymond pile
Franki pile
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
Cleat
Stop
Horn
None of these
Less
More
Equal
Equal or more
Are vertical wooden members
Is the upper horizontal wooden member
Is the lower horizontal wooden member
Are the intermediate horizontal wooden members
Cornice
Coping
Frieze
Lintel
Ridge
Hip
Valley
None of these
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
Very hard soil
Cemented soil
Vary soft soil
All the above
Mosaic floor
Terrazzo floor
Chips floor
Marble floor
Reinforced marble floor
Terrazzo floor
Marble floor
Chip floor
Jambs
Posts
Reveals
Styles
25 mm
25 to 40 mm
40 to 65 mm
65 to 100 mm
The direction of the prevailing winds in the area
The exposure of the walls and roof of the buildings to the rays of sun
The extent up to which the sunrays penetrate with the verandah
All the above
2 cm
4 cm
6 cm
8 cm
To support the frame work of the roof
To receive the ends of principal rafter
To prevent the walls from spreading outward
To prevent the tie beam from sagging at its centre
Column footing
Grillage footing
Raft footing
All the above
Shoring
Scaffolding
Underpinning
Jacking
Are suitable for works under sea water
Resist shocks or vibrations
Are suitable for use as batter piles
Are useful for heavy vertical loads
Hard rock
Moist clay
Soft rock
Coarse sandy soil
A combined footing is so proportioned that centre of gravity of supporting area coincides with centre of gravity of two column loads
A combined footing may be either rectangular or trapezoidal in shape
Trapezoidal shaped footings may be provided under any loading
All the above
Cleat
Stop
Horn
None of these
Closer
Half brick
Bed
Bat
The function of foundation is to distribute the load of super structure over a large bearing area
No timbering is required for shallow trenches
Shallow foundations can be constructed on made-up soil
Black cotton soil is very good for foundation bed
90° and 0°
75° and 30°
60° and 10°
40° and 25°
50 N/cm2
100 N/cm2
150 N/cm2
200 N/cm2
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
Simplex pile
Franki pile
Pressure pile
Vibro pile
Cornice
Coping
Frieze
Lintel
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