2 cm
4 cm
6 cm
8 cm
B. 4 cm
English bond
Stretcher bond
Header bond
Single Flemish bond
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)
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
Parallel to grains
45° to grains
Perpendicular to grains
Same in all directions
Stretcher
Face
Front
Header
Friction pile
Sheet pile
Batter pile
Anchor pile
Compacting the soil
Draining the soil
Increasing the depth of foundation
Grouting
Swelling and shrinkage characteristics prevail
Consolidation continues even after several years of construction
Differential settlement is generally prevalent
All the above
A combined footing is so proportioned that centre of gravity of supporting area coincides with centre of gravity of two column loads
A combined footing may be either rectangular or trapezoidal in shape
Trapezoidal shaped footings may be provided under any loading
All the above
Granite
Marble
Sand stone
Slate
1 cm per metre length
2 cm per metre length
4 cm per metre length
5 cm per metre length
Are vertical wooden members
Is the upper horizontal wooden member
Is the lower horizontal wooden member
Are the intermediate horizontal wooden members
Round steps
Angular steps
Winders
Radial steps
Dubbing out
Floating
Knitting
Blistering
Brick on edge
Brick on end
Brick on bed
Brick held vertically
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
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
Plain cement concrete is equally strong in compression as well as in tension
Slump test is performed to check concrete strength
Curing of concrete is done for proper compaction of cement
Fineness modulus is the index number expressing the relative sizes of both coarse and fine aggregates
10
12
15
No limit
Between ceiling and ground level
Between ceiling and floor level
Upto roof above ground level
Upto ceiling from the ground level
The bearing capacity of a pile is defined as the load which can be sustained by the pile without producing excessive settlement
The safe bearing capacity of a pile is obtained by dividing the ultimate bearing capacity with a suitable factor of safety
The factor of safety for piles is taken as 6
All the above
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
Recessed pointing
Weather pointing
V-pointing
Tuck pointing
1 : 2
1 : 3
1 : 4
1 : 6
In a king post truss, principal rafter and tie beams are jointed together with a bridle joint
Joint between the principal rafter and the king post is made by making tenon and mortise respectively
Joint between strut and king post, is generally of mortise and tenon type
All the above
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
English bond
Flemish bond
Russian band
Mixed bond
Uneven settlement of abutments
Sliding of voussoirs
Crushing of the material
All the above
Upper horizontal wooden member
Lower horizontal wooden member
Intermediate horizontal wooden member
Vertical wooden member
Rocky soils
Clay soils
Sandy soil
All of these