Ridge
Hip
Valley
None of these
B. Hip
The lowest layer consists of consolidated ground
A 10 cm thick clean sand is laid on consolidated ground
A 10 cm lime concrete (1 : 4 : 8) is laid on clean sand
A 10 cm thick cement concrete (1 : 2 : 4) is laid on top layer
25 mm
40 mm
65 mm
100 mm
50 cm
60 cm
80 cm
90 cm
Strip footing
Strap footing
Combined footing
Raft footing
English bond is used for brick masonry to support heavy loads
Double-Flemish bond is suitable for brick masonry to give uniform face appearance
The stretcher bond is used for the construction of half brick masonry brick
All the above
Draining sub-soil water
Ramming crushed stone in soil
Driving sand piles
Watering surface of soil
Stone steps
Built up steps
Spandril steps
None of these
Dynamic formula
Static formula
Pile load tests
All the above
Key
Soffit
Springer
Haunch
350
420
450
500
Gable roof
Hip roof
Gambrel roof
Mansard roof
1 day
4 days
7 days
14 days
H-pile
Pipe pile
Screw pile
Disc pile
Balusters
Strings
Newel posts
Soffits
Strap footing
Raft footing
Combined footing
Pier footing
English cross bond
Dutch bond
Monk bond
Rat-trap bond
5 to 10 kg/cm2
15 to 20 kg/cm2
30 to 35 kg/cm2
40 to 45 kg/cm2
Water logged soils
Soft rocks
Compact soils
Multi-storeyed buildings
Reinforced marble floor
Terrazzo floor
Marble floor
Chip floor
Dead loads
Live loads
Wind loads
All of these
Heat insulated
Sound insulated
Neither (a) nor (b)
Both (a) and (b)
Queen closer
Bevelled closer
King closer
Half king closer
15 mm
25 mm
35 mm
45 mm
Ground level and springing line
Crown and springing line
Crown and ground level
Intrados and extrados
1 in 40
1 in 50
1 in 60
1 in 70
Sand consists of coarse particles of silica formed due to the disintegration of rocks
The grains of sand are not affected by frost
Sand beds are permeable and do not allow water to rise up between pores due to capillary action
All the above
First class bricks are used
Vertical joints in alternate courses are kept in plumb line
Bats are used where necessary
All the above
25 to 50 mm
25 to 75 mm
75 to 125 mm
50 to 100 mm
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
The projection of the concrete block beyond the footing over it
The upward soil pressure
The mix of the concrete
All the above