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
D. All the above
Undergoes volumetric changes
Swells excessively when wet
Shrinks excessively when dry
All the above
English bond
Flemish bond
Russian band
Mixed bond
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
Bat
Header
Stretcher
Closer
Efflorescence
Bleaching of paints
Crumbling of plaster
Growth of termites
2.5 m
3.5 m
4.5 m
5.5 m
Half brick
Queen closer
King closer
Bevelled closer
Distance of C.G. of the loads from the smaller column = 3.00 m
The length of the foundation slab = 7.00 m
Area of footing slab = 11.00 m2
All the above
Black cotton soil
Loose fine sandy soil
Dry coarse sandy soil
Hard rocks
25 to 50 mm
30 to 125 mm
50 to 100 mm
75 to 125 mm
Grouting
Chemical action
Drainage
Compaction
Cracks appear on the plastered surface in the form of hair cracks
In brick work, the efflorescence is removed by applying a solution of zinc sulphate and water
Excessive thermal variations in the backing or plaster causes the plaster to fall
All the above
Soffits
Voussoirs
Haunches
Spandrils
Compacting the soil
Draining the soil
Increasing the depth of foundation
Grouting
25% to total area
30% of total area
40% to total area
50% of total area
Mosaic floor
Terrazzo floor
Chips floor
Marble floor
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
10 m
15 m
20 m
40 m
D.P.C. should be continuous
D.P.C. should be of good impervious material
D.P.C. may be horizontal or vertical
All the above
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
Shoring
Scaffolding
Underpinning
Jacking
Cement is added to lime mortar to increase its hydraulic properties only
Lime surkhi mortar is used for pointing the walls
Lime should be slaked before preparing lime mortar
High early strength concrete is generally used in cold weather
Water logged soils
Soft rocks
Compact soils
Multi-storeyed buildings
Free from voids
Glossy
Durable
Uniform
5 cm
7.5 cm
10 cm
15 cm
50 N/cm2
100 N/cm2
150 N/cm2
200 N/cm2
wh × [(1 - sin φ)/(1 + sin φ)]
(wh/2) × [(1 - sin φ)/(1 + sin φ)]
wh × √[(1 - sin φ)/(1 + sin φ)]
wh × √[(1 + sin φ)/(1 - sin φ)]
Random rubble masonry
Coursed rubble masonry
Dry rubble masonry
Ashlar masonry
Construction piles
Raking piles
Eccentric piles
Sinking piles
Is the most primitive method for making a hole in the ground
Is generally employed in cohesive and other self soils above water table
Is most economical upto a depth of 5 metres
All the above