5 mm
10 mm
15 mm
20 mm
D. 20 mm
Pile formation
Raft foundation
Grillage foundation
None of these
Topping
Bedding
Screeding
None of these
Lack of ventilation
Alternate wet and dry conditions
Complete submergence in water
None of the above
Two directions without break in the slope on each side
Two directions with break in the slope on each side
Four directions without break in the slope on each side
Four directions with break in the slope on each side
Rising of water table
Vibrations caused by traffic movements
Mining in the neighbourhood
All the above
Pitched and sloping roof
Flat roof
Shell roof
None of the above
Reinforced marble floor
Terrazzo floor
Marble floor
Chip floor
2 to 3 t/m2
5 to 7.5 t/m2
8 to 10 t/m2
10 to 12 t/m2
Bearing pile
Friction pile
Sheet pile
Battered pile
Cleat
Stop
Horn
None of these
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
b/2
b/3
b/4
b/6
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
9 cm × 9 cm × 9 cm
9 cm × 9 cm × 4.5 cm
9 cm × 4.5 cm × 9 cm
1.8 cm × 4.5 cm × 9 cm
1, 2, 3, 4, 5
5, 4, 3, 2, 1
2, 1, 3, 5, 4
3, 2, 5, 1, 4
25% to total area
30% of total area
40% to total area
50% of total area
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
3 day
7 days
14 days
21 days
Balusters
Newel posts
Balustrades
Railings
5 mm
10 mm
15 mm
20 mm
Black cotton soil
Loose fine sandy soil
Dry coarse sandy soil
Hard rocks
Centring
Actual laying of arch work
Striking of centring
None of the above
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
Bay window
Casement window
Lantern window
Dormer window
10 mm
20 mm
30 mm
40 mm
English bond
Flemish bond
Russian band
Mixed bond
Hip
Gable
Ridge
Eaves
1/2 horizontal to 1 vertical
2/3 horizontal to 1 vertical
1 horizontal to 1 vertical
2 horizontals to 1 vertical
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
15 mm
25 mm
35 mm
45 mm