Pile formation
Raft foundation
Grillage foundation
None of these
B. Raft foundation
Recessed pointing
Weather pointing
V-pointing
Tuck pointing
Dead loads
Live loads
Wind loads
All of these
350
420
450
500
Skew back
Soffit
Spandril
Haunch
25 to 50 mm
25 to 75 mm
30 to 125 mm
50 to 100 mm
The cost of square rooms is less
The expenditure on the foundation and roof for the double storeyed building is nearly half of that for the ground storeyed building
The cost of construction of a house may be minimised by restricting the height floors
All the above
Between ceiling and ground level
Between ceiling and floor level
Upto roof above ground level
Upto ceiling from the ground level
To support the frame work of the roof
To receive the ends of principal rafter
To prevent the walls from spreading outward
To prevent the tie beam from sagging at its centre
Half brick
Queen closer
King closer
Bevelled closer
Is a metamorphic rock
Splits into thin sheets along its bedding planes
Has a smooth surface and contains alumina and silica
Possesses good water absorption capacity
Looking through the well in the vicinity
Standing on the well in the vicinity
Measuring the depth of water in the well
None of the above
Ranging rod
Steel tape
Levelling staff
Boning rod
Combined footing
Raft footing
Pier footing
Strap footing
Queen closer
Bevelled closer
King closer
Half king closer
Granite
Chalk
Slate
Sand stone
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
Cleat
Stop
Horn
None of these
Finishing of concrete
Curing of concrete
Placing of concrete
Compaction of concrete
Jambs
Posts
Reveals
Styles
Vertical wooden member on either end
Lower horizontal wooden member
Upper horizontal wooden member
Intermediate horizontal wooden member
Hip
Gable
Ridge
Eaves
Louver
Stop
Horn
Rebate
Round steps
Angular steps
Winders
Radial steps
Increase the depth of foundation
Drain the soil
Compact the soil
Replace the poor soil
Upper flange of top tier
Lower beam of lower tier
Ends of external beams
None to these
Soffits
Voussoirs
Haunches
Spandrils
Dynamic formula
Static formula
Pile load tests
All the above
Truck pointing
Recessed pointing
Struck pointing
Grooved pointing
Water logged soils
Soft rocks
Compact soils
Multi-storeyed buildings
15 mm
25 mm
35 mm
45 mm