Pitched and sloping roof
Flat roof
Shell roof
None of the above
B. Flat roof
Recessed pointing
Weather pointing
V-pointing
Tuck pointing
50 N/cm2
100 N/cm2
150 N/cm2
200 N/cm2
Purlin
Cleat
Batten
Strut
English bond
Flemish bond
Russian band
Mixed bond
1 in 40
1 in 50
1 in 60
1 in 70
Reverberation
Echo
Intensity of sound
Interference
1 : 1
1 : 2
1 : 3
1 : 4
2 to 3 t/m2
5 to 7.5 t/m2
8 to 10 t/m2
10 to 12 t/m2
Ranging rod
Steel tape
Levelling staff
Boning rod
10 m
15 m
20 m
40 m
Louvered door is generally provided in bath rooms
Flush door is generally provided in dining room
Revolving door is generally provided in cinema halls
Sliding door is generally provided in show rooms
Increase the depth of foundation
Drain the soil
Compact the soil
Replace the poor soil
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)
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)
Stretcher
Face
Front
Header
Finishing of concrete
Curing of concrete
Placing of concrete
Compaction of concrete
Chamfered ashlar masonry
Ashlar facing masonry
Random coursed ashlar masonry
Coursed ashlar masonry
90° and 0°
75° and 30°
60° and 10°
40° and 25°
Bay window
Casement window
Lantern window
Dormer window
10 cm
15 cm
Equal to its projection beyond wall base
Less than its projection beyond wall base
d = 0.445 a
d = 0.557 a
d = 0.775 a
None of these
Simplex pile
Franki pile
Pressure pile
Vibro pile
du
1.25 du
1.5 du
1.75 du
Is the most primitive method for making a hole in the ground
Is generally employed in cohesive and other self soils above water table
Is most economical upto a depth of 5 metres
All the above
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
Topping
Bedding
Screeding
None of these
To support the common rafter
To support purlins
To prevent the purlins from tilting
All of the above
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
Retaining wall
Breast wall
Buttress
Parapet wall
25 to 50 mm
25 to 75 mm
30 to 125 mm
50 to 100 mm