1 metre
2 metres
3 metres
4 metres
C. 3 metres
Walls having thickness more than 4 bricks
Architectural finish to the face work
Ornamental panels in brick flooring
All the above
Are vertical wooden members
Is the upper horizontal wooden member
Is the lower horizontal wooden member
Are the intermediate horizontal wooden members
Retaining wall
Breast wall
Buttress
Parapet wall
1 : 2
1 : 3
1 : 4
1 : 6
Simplex pile
Pedestal pile
Vibro pile
Both (a) and (c) of the above
Zero
A few degrees
10°
200°
Jambs
Lintels
Reveals
Soffits
2.5 m
3.5 m
4.5 m
5.5 m
50 m
60 m
75 m
90 m
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
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
Grouting
Chemical action
Drainage
Compaction
To support the common rafter
To support purlins
To prevent the purlins from tilting
All of the above
Sedimentary rock
Metamorphic rock
Igneous rock
None of the above
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
2 metres
2.5 metres
3 metres
None of the above
12
18
24
25
The width of the wall is constructed thicker at the base in a stepped fashion
A long vertical load transferring concrete structure is called a concrete pile
In pile which transfers the load to the soil by the friction between the pile and the surrounding soil is called friction pile
The pile which transfers the load to a hard rock bed at certain depth is called load bearing
25 to 50 mm
25 to 75 mm
75 to 125 mm
50 to 100 mm
Combined footing
Raft footing
Pier footing
Strap footing
Lack of ventilation
Alternate wet and dry conditions
Complete submergence in water
None of the above
25 to 50 mm
30 to 125 mm
50 to 100 mm
75 to 125 mm
Undergoes volumetric changes
Swells excessively when wet
Shrinks excessively when dry
All the above
Cement mortar
Lime mortar
Fire resistant mortar
Gauged mortar
To drain off the water from the filling
To ventilate the stone masonry
To add architectural beauty
To increase compaction of the earth retained
Heart shakes
Cupshakes
Starshakes
Rindgalls
Q = Wh/6 (S + 2.5)
Q = Wh/2.5 (S + 6)
Q = (W × 6)/h (S + 2.5)
Q = (W × 2.5)/6 (S + h)
Lean concrete bed is provided
Thick concrete bed is provided
Reinforced concrete bed is provided
Both (a) and (c) of the above
Strip footing
Strap footing
Combined footing
Raft footing
Bearing capacity is low
Permeability is uncertain
Particles are cohesive
Property to undergo a volumetric change due to variation of moisture content