Copper sheets
Lead sheets
Aluminium sheets
All the above
D. All the above
Construction piles
Raking piles
Eccentric piles
Sinking piles
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
At the centre of the base
Within the middle third of the base
Within the middle fifth of the base
Neither (a), (b) nor (c)
0°
30°
60°
90°
Round steps
Angular steps
Winders
Radial steps
Simplex pile
Franki pile
Pressure pile
Vibro pile
Cornice
Coping
Frieze
Lintel
English bond is used for brick masonry to support heavy loads
Double-Flemish bond is suitable for brick masonry to give uniform face appearance
The stretcher bond is used for the construction of half brick masonry brick
All the above
Slabs
Beams
Girders
All of these
Upper horizontal wooden member
Lower horizontal wooden member
Intermediate horizontal wooden member
Vertical wooden member
Ridge board
Hip rafter
Eaves board
Valley rafter
Simplex pile
Pedestal pile
Vibro pile
Both (a) and (c) of the above
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
Isolated footing is provided under column to transfer the load safely to soil bed
Column footings may have steps or projections in the concrete base
Heavily loaded column base must be provided steel reinforcement in both directions
All the above
The lowest layer consists of consolidated ground
A 10 cm thick clean sand is laid on consolidated ground
A 10 cm lime concrete (1 : 4 : 8) is laid on clean sand
A 10 cm thick cement concrete (1 : 2 : 4) is laid on top layer
Ridge
Hip
Valley
None of these
20 tonnes/m2
40 tonnes/m2
50 tonnes/m2
60 tonnes/m2
Header
Stretcher
Closer
None of these
5 to 10 cm
15 to 20 cm
25 to 30 cm
30 to 45 cm
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
du
1.25 du
1.5 du
1.75 du
40 cm
Equal to flange width
Twice the flange width
Maximum of (a), (b) and (c)
Transoms
Horns
Stops
Chocks
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
Water logged soils
Soft rocks
Compact soils
Multi-storeyed buildings
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
1 metre
2 metres
3 metres
4 metres
Cornice
Coping
Frieze
Lintel
Shed type
Gable type
Gambrel type
Mansard type
Ranging rod
Steel tape
Levelling staff
Boning rod