5 to 10 kg/cm2
15 to 20 kg/cm2
30 to 35 kg/cm2
40 to 45 kg/cm2
C. 30 to 35 kg/cm2
Retaining wall
Breast wall
Buttress
Parapet wall
Dining halls
Bath rooms
Living rooms
Verandah
Rising of water table
Vibrations caused by traffic movements
Mining in the neighbourhood
All the above
Column footing
Grillage footing
Raft footing
All the above
d = 0.445 a
d = 0.557 a
d = 0.775 a
None of these
Is a downward drag acting on a pile due to downward movement of the surrounding compressible soil relative to the pile
Develops due to lowering of ground water
Both (a) and (b)
Neither (a) not (b)
Ashlar arch
Rubble arch
Gauged arch
Axed arch
The maximum projection of the corbel should not be more than the thickness of the wall
The maximum projection of each corbel course should be limited to a quarter brick at a time
The discontinuous corbels are used to carry heavy concentrated loads
Stretcher bond is generally used for the construction of brick corbel
(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)]
Simplex pile
Mac-Arthur pile
Raymond pile
Franki pile
Hard rock
Moist clay
Soft rock
Coarse sandy soil
Mosaic floor
Terrazzo floor
Chips floor
Marble floor
Easy to handle
Lighter in weight
Extremely durable
All the above
Equal to width of stairs
Half the width of stairs
Twice the width of stairs
One fourth the width of stairs
Turn
Junction
Quion
All the above
40 cm
Equal to flange width
Twice the flange width
Maximum of (a), (b) and (c)
Undergoes volumetric changes
Swells excessively when wet
Shrinks excessively when dry
All the above
50 m
60 m
75 m
90 m
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
Dead loads
Live loads
Wind loads
All of these
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
English bond
Flemish bond
Russian band
Mixed bond
Hardness test
Workability test
Weight test
Toughness test
Ground level and springing line
Crown and springing line
Crown and ground level
Intrados and extrados
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
Ceiling
15 cm above floor level
200 cm
Level of the tap
Ridge board
Hip rafter
Eaves board
Valley rafter
Shed type
Gable type
Gambrel type
Mansard type
Walls having thickness more than 4 bricks
Architectural finish to the face work
Ornamental panels in brick flooring
All the above
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