Upper flange of top tier
Lower beam of lower tier
Ends of external beams
None to these
B. Lower beam of lower tier
1 : 2
1 : 3
1 : 4
1 : 6
Bearing capacity is low
Permeability is uncertain
Particles are cohesive
Property to undergo a volumetric change due to variation of moisture content
1/2 horizontal to 1 vertical
2/3 horizontal to 1 vertical
1 horizontal to 1 vertical
2 horizontals to 1 vertical
Walls having thickness more than 4 bricks
Architectural finish to the face work
Ornamental panels in brick flooring
All the above
Zero
A few degrees
10°
200°
The silt soil has particle size from 0.02 mm to 0.06 mm
In organic fine grained silt soil possesses no plasticity
The least plastic type normally consists of more or less equidimensional grains of quartz
All the above
Cornice
Coping
Frieze
Lintel
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)
To drain off the water from the filling
To ventilate the stone masonry
To add architectural beauty
To increase compaction of the earth retained
1 : 1
1 : 2
1 : 3
1 : 4
Jambs
Posts
Reveals
Styles
Haunch
Spandril
Voussoirs
Skewbacks
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
10 cm
15 cm
20 cm
25 cm
Heat insulation
Sound insulation
Prevention of dampness
All the above
Grouting
Chemical action
Drainage
Compaction
Slabs
Beams
Girders
All of these
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
English cross bond
Dutch bond
Monk bond
Rat-trap bond
Shoring
Scaffolding
Underpinning
Jacking
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
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
Centring
Actual laying of arch work
Striking of centring
None of the above
Machine foundations
Factory building
Tall structures
All the above
Plaster of Paris
Barium plaster
Martin's cement
Keen's cement
10 %
15 %
20 %
25 %
2.5 m
3.5 m
4.5 m
5.5 m
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
Stone steps
Built up steps
Spandril steps
None of these
Queen closer
Bevelled closer
King closer
Half king closer