Perpendicular distance between intrados and extrados
Vertical distance between springing line and intrados
Perpendicular distance between springing line and extrados
None of the above
A. Perpendicular distance between intrados and extrados
Combined footing
Strap footing
Raft footing
None of these
10 m
20 m
30 m
40 m
Sand consists of coarse particles of silica formed due to the disintegration of rocks
The grains of sand are not affected by frost
Sand beds are permeable and do not allow water to rise up between pores due to capillary action
All the above
Louvered door is generally provided in bath rooms
Flush door is generally provided in dining room
Revolving door is generally provided in cinema halls
Sliding door is generally provided in show rooms
5 cm
7.5 cm
10 cm
15 cm
Purlin
Cleat
Batten
Strut
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
Six quarters in a row
The size of room is either 3.5 m × 3 m or 4.2 m × 2.5 m
The front verandah is kept 2 m wide
All the above
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
Ranging rod
Steel tape
Levelling staff
Boning rod
Louver
Stop
Horn
Rebate
Bearing capacity is low
Permeability is uncertain
Particles are cohesive
Property to undergo a volumetric change due to variation of moisture content
10 cm
15 cm
Equal to its projection beyond wall base
Less than its projection beyond wall base
Pitched and sloping roof
Flat roof
Shell roof
None of the above
Rafters
Purlins
Battens
Struts
Walls having thickness more than 4 bricks
Architectural finish to the face work
Ornamental panels in brick flooring
All the above
Providing increased area of foundation over poor bearing capacity of soil
Spanning over small soft or loose pockets
Counter acting the hydrostatic effect
All the above
Lack of ventilation
Alternate wet and dry conditions
Complete submergence in water
None of the above
3.5 m or less
3.5 m but less than 5 m
5 m but less than 6.5 m
6.5 m but less than 8 m
Strip footing
Strap footing
Combined footing
Raft footing
2 metres
2.5 metres
3 metres
None of the above
H-pile
Pipe pile
Screw pile
Disc pile
Rising of water table
Vibrations caused by traffic movements
Mining in the neighbourhood
All the above
Upper flange of top tier
Lower beam of lower tier
Ends of external beams
None to these
Is not suitable for deposits containing very coarse gravel
Hinders the ground water observations and permeability test
Is not economical for holes of less than 10 cm
All the above
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
Undergoes volumetric changes
Swells excessively when wet
Shrinks excessively when dry
All the above
10 m
15 m
20 m
40 m
Compacting the soil
Draining the soil
Increasing the depth of foundation
Grouting
Cleat
Stop
Horn
None of these