Strength
Workability
Stability of structure
All the above
C. Stability of structure
1 cm per metre length
2 cm per metre length
4 cm per metre length
5 cm per metre length
Gable roof
Hip roof
Gambrel roof
Mansard roof
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
Intrados
Rise
Spandril
Extrados
Dormer window
Lantern window
Louvered window
Sky window
Plain cement concrete is equally strong in compression as well as in tension
Slump test is performed to check concrete strength
Curing of concrete is done for proper compaction of cement
Fineness modulus is the index number expressing the relative sizes of both coarse and fine aggregates
90 mm
150 mm
190 mm
200 mm
Copper sheets
Lead sheets
Aluminium sheets
All the above
25% to total area
30% of total area
40% to total area
50% of total area
Are suitable for works under sea water
Resist shocks or vibrations
Are suitable for use as batter piles
Are useful for heavy vertical loads
Heat insulated
Sound insulated
Neither (a) nor (b)
Both (a) and (b)
Flemish bond
English bond
Stretcher bond
Header bond
The pile driven in sand is called sand pile
The drilled hole filled with sand is called sand pile
The sand piles are used for bearing purposes
None of these
Combined footing
Strap footing
Raft footing
None of these
Bed block
Perpend
Lintel
Vertical line
Soffits
Voussoirs
Haunches
Spandrils
Balusters
Newel posts
Balustrades
Railings
Balusters
Strings
Newel posts
Soffits
10 %
15 %
20 %
25 %
Cracking
Dubbing
Blistering
Hacking
Vibro pile
Pressure pile
Franki pile
Pedestal pile
Hacking
Dubbing out
Blistering
Peeling
Walls having thickness more than 4 bricks
Architectural finish to the face work
Ornamental panels in brick flooring
All the above
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
Ridge
Hip
Valley
None of these
Rocky soils
Clay soils
Sandy soil
All of these
25 mm
25 to 40 mm
40 to 65 mm
65 to 100 mm
The maximum projection of the corbel should not be more than the thickness of the wall
The maximum projection of each corbel course should be limited to a quarter brick at a time
The discontinuous corbels are used to carry heavy concentrated loads
Stretcher bond is generally used for the construction of brick corbel
Swelling and shrinkage characteristics prevail
Consolidation continues even after several years of construction
Differential settlement is generally prevalent
All the above
1, 2, 3, 4, 5
5, 4, 3, 2, 1
2, 1, 3, 5, 4
3, 2, 5, 1, 4