Closer
Half brick
Bed
Bat
D. Bat
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
Haunch
Spandril
Voussoirs
Skewbacks
Dynamic formula
Static formula
Pile load tests
All the above
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
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
Granite
Chalk
Marble
Slate
Cement mortar
Lime mortar
Fire resistant mortar
Gauged mortar
50 N/cm2
100 N/cm2
150 N/cm2
200 N/cm2
25°
30°
40°
50°
Simplex pile
Franki pile
Pressure pile
Vibro pile
2 cm
4 cm
6 cm
8 cm
1 cm per metre length
2 cm per metre length
4 cm per metre length
5 cm per metre length
Shed type
Gable type
Gambrel type
Mansard type
The direction of the prevailing winds in the area
The exposure of the walls and roof of the buildings to the rays of sun
The extent up to which the sunrays penetrate with the verandah
All the above
Quartz
Felspar
Mica
None of the above
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
90 mm
150 mm
190 mm
200 mm
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
10 m
15 m
20 m
40 m
Deodar and Shishum
Chir and sal
Sal and teak
Chir and deodar
Very hard soil
Cemented soil
Vary soft soil
All the above
Water logged soils
Soft rocks
Compact soils
Multi-storeyed buildings
Haunch
Spandril
Soffit
Rise
Dining halls
Bath rooms
Living rooms
Verandah
Compressible
Water logged
Made up
All the above
To support the common rafter
To support purlins
To prevent the purlins from tilting
All of the above
Topping
Bedding
Screeding
None of these
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)
Ridge
Hip
Valley
None of these
Bearing capacity is low
Permeability is uncertain
Particles are cohesive
Property to undergo a volumetric change due to variation of moisture content