Brick on edge
Brick on end
Brick on bed
Brick held vertically
B. Brick on end
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
Spandril
Haunch
Springing
Soffit
1 cm per metre length
2 cm per metre length
4 cm per metre length
5 cm per metre length
Hip
Gable
Ridge
Eaves
The pile driven in sand is called sand pile
The drilled hole filled with sand is called sand pile
The sand piles are used for bearing purposes
None of these
Sedimentary rock
Metamorphic rock
Igneous rock
None of the above
Brick on edge
Brick on end
Brick on bed
Brick held vertically
Stretcher
Face
Front
Header
Random rubble masonry
Course rubble masonry
Uncoursed rubble masonry
Ashlar masonry
Highest point on the extrados of the arch
Highest point on the intrados of the arch
Skew-back of the arch
None of these
Cracking
Dubbing
Blistering
Hacking
Retaining wall
Breast wall
Buttress
Parapet wall
2.5 m
3.5 m
4.5 m
5.5 m
Pitched and sloping roof
Flat roof
Shell roof
None of the above
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
Bat
Header
Stretcher
Closer
Cornice
Coping
Frieze
Lintel
Uneven settlement of abutments
Sliding of voussoirs
Crushing of the material
All the above
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
Ranging rod
Steel tape
Levelling staff
Boning rod
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
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
Cleat
Stop
Horn
None of these
Is used to transfer heavy structural loads from steel columns to a soil having low bearing capacity
Is light and economical
Does not require deep cutting as the required base area with required pressure intensity is obtained at a shallow depth
All the above
Construction piles
Raking piles
Eccentric piles
Sinking piles
Water logged soils
Soft rocks
Compact soils
Multi-storeyed buildings
English bond
Flemish bond
Header bond
Stretcher bond
Under-ream pile
Friction pile
Bearing pile
Sheet pile
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