Easy to handle
Lighter in weight
Extremely durable
All the above
D. All the above
H-pile
Screw pile
Disc pile
Pipe pile
The underside of a stair
Outer projecting edge of a tread
A sloping member which supports the steps in a stair
A vertical member between two treads
L/100
L/150
L/260
L/360
Granite
Chalk
Slate
Sand stone
Ridge
Hip
Valley
None of these
Shoring
Scaffolding
Underpinning
Jacking
Ceiling
15 cm above floor level
200 cm
Level of the tap
25 mm
25 to 40 mm
40 to 65 mm
65 to 100 mm
Heat insulated
Sound insulated
Neither (a) nor (b)
Both (a) and (b)
Parallel to grains
45° to grains
Perpendicular to grains
Same in all directions
Plain cement concrete is equally strong in compression as well as in tension
Slump test is performed to check concrete strength
Curing of concrete is done for proper compaction of cement
Fineness modulus is the index number expressing the relative sizes of both coarse and fine aggregates
Scaffolding
Dead shore
Raking shore
Under pinning
Inclined borings are made for taking samples under existing structures
Inclined borings are occasionally used instead of vertical holes
The spacing of inclined borings is kept such that one bore hole is vertically above the bottom of an adjacent bore hole
All the above
Intrados
Rise
Spandril
Extrados
In soils that require lateral support
In cohesive soils
In soft soils
None of the above
Ground level and springing line
Crown and springing line
Crown and ground level
Intrados and extrados
40 cm
Equal to flange width
Twice the flange width
Maximum of (a), (b) and (c)
Increase the depth of foundation
Drain the soil
Compact the soil
Replace the poor soil
The sand in the sand pile is well compacted
The sand is kept moist at the time of placing and tamping
Sand piles are generally used under column loads
All of the above
Retaining wall
Breast wall
Buttress
Parapet wall
English bond
Stretcher bond
Header bond
Single Flemish bond
Soffits
Voussoirs
Haunches
Spandrils
Hard rock
Moist clay
Soft rock
Coarse sandy soil
1 day
4 days
7 days
14 days
Half brick
Queen closer
King closer
Bevelled closer
There is no horizontal tie beam
There is a horizontal tie at the feet of rafters only
There is a horizontal tie at almost the middle of rafters only
There are two horizontal ties, one at the feet and other at the middle of the rafters
Finishing of concrete
Curing of concrete
Placing of concrete
Compaction of concrete
Bearing capacity is low
Permeability is uncertain
Particles are cohesive
Property to undergo a volumetric change due to variation of moisture content
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
90 mm
150 mm
190 mm
200 mm