25% to total area
30% of total area
40% to total area
50% of total area
D. 50% of total area
The function of foundation is to distribute the load of super structure over a large bearing area
No timbering is required for shallow trenches
Shallow foundations can be constructed on made-up soil
Black cotton soil is very good for foundation bed
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
10
12
15
No limit
Cleat
Stop
Horn
None of these
Louvered door is generally provided in bath rooms
Flush door is generally provided in dining room
Revolving door is generally provided in cinema halls
Sliding door is generally provided in show rooms
To support the common rafter
To support purlins
To prevent the purlins from tilting
All of the above
The cost of square rooms is less
The expenditure on the foundation and roof for the double storeyed building is nearly half of that for the ground storeyed building
The cost of construction of a house may be minimised by restricting the height floors
All the above
Heart shakes
Cupshakes
Starshakes
Rindgalls
Friction pile
Bearing pile
Friction bearing pile
Rough pile
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
1/2
1
2
1/4
d = 0.445 a
d = 0.557 a
d = 0.775 a
None of these
Ridge
Hip
Valley
None of these
10 m
20 m
30 m
40 m
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)
40 cm
Equal to flange width
Twice the flange width
Maximum of (a), (b) and (c)
Friction pile
Sheet pile
Batter pile
Anchor pile
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
The projection of the concrete block beyond the footing over it
The upward soil pressure
The mix of the concrete
All the above
(P/w) × [(1 + sin φ)/(1 - sin φ)]²
(P/w) × [(1 - sin φ)/(1 + sin φ)]²
(P/2w) × [(1 - sin φ)/(1 + sin φ)]²
(P/w) × [(1 + sin φ)/(1 - sin φ)]
Topping
Bedding
Screeding
None of these
25°
30°
40°
50°
Header
Stretcher
Closer
None of these
Highest point on the extrados of the arch
Highest point on the intrados of the arch
Skew-back of the arch
None of these
Double Flemish bond facing and English bond backing in each course
English bond facing and double Flemish bond backing in each course
Stretcher bond facing and double Flemish bond backing in each course
Double Flemish bond facing and header bond backing in each course
Stronger
More compact
Costly
None of the above
25 mm
25 to 40 mm
40 to 65 mm
65 to 100 mm
Water logged soils
Soft rocks
Compact soils
Multi-storeyed buildings
Shed roof
Gable end roof
Hipped roof
Gambrel roof
Swelling and shrinkage characteristics prevail
Consolidation continues even after several years of construction
Differential settlement is generally prevalent
All the above