Pudlo
Impermo
Snowcem
All of these
D. All of these
Black cotton soil
Loose fine sandy soil
Dry coarse sandy soil
Hard rocks
Cleat
Stop
Horn
None of these
Random rubble masonry
Course rubble masonry
Uncoursed rubble masonry
Ashlar masonry
First class bricks are used
Vertical joints in alternate courses are kept in plumb line
Bats are used where necessary
All the above
15 cm × 15 cm × 1.8 cm
20 cm × 20 cm × 2 cm
22.5 × 22.5 cm × 2.2 cm
All the above
Combined footing
Strap footing
Raft footing
None of these
25 mm
40 mm
65 mm
100 mm
D.P.C. should be continuous
D.P.C. should be of good impervious material
D.P.C. may be horizontal or vertical
All the above
h/4
1/2 h
h
2 h
Louver
Stop
Horn
Rebate
Dormer window
Sky light window
Lantern window
Louvered window
The roof slabs of multi-storeyed buildings are constructed monolithically to carry the various floor loads
The beams of multi-storeyed buildings rest on girders and are the main load transferring members to the columns
The slab is spanned across the secondary beams provided between the main beams
All of these
English bond
Stretcher bond
Header bond
Single Flemish bond
Dormer window
Lantern window
Louvered window
Sky window
Pitched and sloping roof
Flat roof
Shell roof
None of the above
Compacting the soil
Draining the soil
Increasing the depth of foundation
Grouting
Lengths vary from 6 m to 12 m
Diameter of top of piles varies from 40 cm to 60 cm
Diameter of pile at bottom varies from 20 cm to 28 cm
All the above
Stairs
Toilets
Light and shafts
All the above
The retaining wall should be structurally capable to resist the applied earth pressure
The section of the retaining wall should be so proportioned that it may not overturn by the lateral pressure
The retaining wall should be safe against sliding
To drain off water from the earth retained, weep holes are provided near the top of the retaining wall
Hard rock
Moist clay
Soft rock
Coarse sandy soil
Sides of beams and girders
Column forms
Bottom of beams and girders
All the above at the same time
Parallel to grains
45° to grains
Perpendicular to grains
Same in all directions
Simplex pile
Pedestal pile
Vibro pile
Both (a) and (c) of the above
Friction pile
Sheet pile
Batter pile
Anchor pile
Retaining wall
Breast wall
Buttress
Parapet wall
Soffit
Intrados
Haunch
Back
Water logged soils
Soft rocks
Compact soils
Multi-storeyed buildings
Walls having thickness more than 4 bricks
Architectural finish to the face work
Ornamental panels in brick flooring
All the above
Cavity of a cavity wall should start near ground level
Cavity of a cavity wall should terminate near eaves level of sloping roof
Cavity of a cavity wall should terminate near coping of flat roof with parapet wall
All the above
Header
Stretcher
Closer
None of these