Double Flemish bond facing and English bond backing in each course
English bond facing and double Flemish bond backing in each course
Stretcher bond facing and double Flemish bond backing in each course
Double Flemish bond facing and header bond backing in each course
A. Double Flemish bond facing and English bond backing in each course
Jambs
Lintels
Reveals
Soffits
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
Retaining wall
Breast wall
Buttress
Parapet wall
Uneven settlement of abutments
Sliding of voussoirs
Crushing of the material
All the above
10 m
15 m
20 m
40 m
Grouting
Chemical action
Drainage
Compaction
Soffit
Intrados
Haunch
Back
Key
Soffit
Springer
Haunch
Rising of water table
Vibrations caused by traffic movements
Mining in the neighbourhood
All the above
Reinforced marble floor
Terrazzo floor
Marble floor
Chip floor
Dynamic formula
Static formula
Pile load tests
All the above
Are suitable for works under sea water
Resist shocks or vibrations
Are suitable for use as batter piles
Are useful for heavy vertical loads
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
Column footing
Grillage footing
Raft footing
All the above
55 cm
70 cm
85 cm
100 cm
Granite
Chalk
Marble
Slate
English bond
Stretcher bond
Header bond
Single Flemish bond
Balusters
Newel posts
Balustrades
Railings
Efflorescence
Bleaching of paints
Crumbling of plaster
Growth of termites
Cleat
Stop
Horn
None of these
The seismic method
Electrical resistivity method
Gravitational method
Both (a) and (b) of the above
Rafters
Purlins
Battens
Struts
A base course is prepared as in cement concrete flooring
A 32 mm thick layer of cement concrete (1 : 2 : 4) is laid on the base course and the surface is made smooth by trowelling
Glass strips are driven into the layer according to the pattern required
After final grinding is over, oxalic acid mixed with water is spread over and rubbed hard with soft material
2.5 m
3.5 m
4.5 m
5.5 m
Shoring
Scaffolding
Underpinning
Jacking
Random rubble masonry
Coursed rubble masonry
Dry rubble masonry
Ashlar masonry
Both A and R is true and R is the correct explanation of A
Both A and R is true but R is not the correct explanation of A
A is true but R is false
A is false but R is true
Swelling and shrinkage characteristics prevail
Consolidation continues even after several years of construction
Differential settlement is generally prevalent
All the above
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