Horizontal D.P.C. is provided at plinth level in internal walls
D.P.C. is provided under door and verandah openings
Vertical D.P.C. is not provided in internal walls
Cement concrete is a rigid damp-proofing material
B. D.P.C. is provided under door and verandah openings
0°
30°
60°
90°
Perpendicular distance between intrados and extrados
Vertical distance between springing line and intrados
Perpendicular distance between springing line and extrados
None of the above
Ashlar arch
Rubble arch
Gauged arch
Axed arch
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
Shed roof
Gable end roof
Hipped roof
Gambrel roof
A tube of about 2 metres length and 20 cm diameter with a cutting edge
A flap valve at the bottom of tube is provided to extract the soil sample
The tube is raised and lowered by 4 thick rope moving over a pulley suspended on a tripod stand
All the above
The projection of the concrete block beyond the footing over it
The upward soil pressure
The mix of the concrete
All the above
Parallel to grains
45° to grains
Perpendicular to grains
Same in all directions
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
Water logged soils
Soft rocks
Compact soils
Multi-storeyed buildings
Louver
Stop
Horn
Rebate
Trowelling
Laying
Grouting
Placing
Providing increased area of foundation over poor bearing capacity of soil
Spanning over small soft or loose pockets
Counter acting the hydrostatic effect
All the above
To drain off the water from the filling
To ventilate the stone masonry
To add architectural beauty
To increase compaction of the earth retained
25 to 50 mm
25 to 75 mm
30 to 125 mm
50 to 100 mm
Transoms
Horns
Stops
Chocks
Ashlar arch
Rubble arch
Gauged brick arch
Axed brick arch
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
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)
1 cm per metre length
2 cm per metre length
4 cm per metre length
5 cm per metre length
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)
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
Half brick
Queen closer
King closer
Bevelled closer
Cork flooring
Glass flooring
Wooden flooring
Linoleum flooring
Ground level and springing line
Crown and springing line
Crown and ground level
Intrados and extrados
Heat insulated
Sound insulated
Neither (a) nor (b)
Both (a) and (b)
Bat
Header
Stretcher
Closer
25 to 50 mm
25 to 75 mm
75 to 125 mm
50 to 100 mm
Header
Stretcher
Closer
None of these
Is a metamorphic rock
Splits into thin sheets along its bedding planes
Has a smooth surface and contains alumina and silica
Possesses good water absorption capacity