Bearing pile
Friction pile
Sheet pile
Battered pile
B. Friction pile
5 to 10 kg/cm2
15 to 20 kg/cm2
30 to 35 kg/cm2
40 to 45 kg/cm2
Ridge board
Hip rafter
Eaves board
Valley rafter
Chamfered ashlar masonry
Ashlar facing masonry
Random coursed ashlar masonry
Coursed ashlar masonry
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
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
Black cotton soil
Loose fine sandy soil
Dry coarse sandy soil
Hard rocks
Key
Soffit
Springer
Haunch
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
Cleat
Stop
Horn
None of these
English bond
Flemish bond
Russian band
Mixed bond
Sides of beams and girders
Column forms
Bottom of beams and girders
All the above at the same time
Friction pile
Bearing pile
Friction bearing pile
Rough pile
Random rubble masonry
Coursed rubble masonry
Dry rubble masonry
Ashlar masonry
Upper horizontal wooden member
Lower horizontal wooden member
Intermediate horizontal wooden member
Vertical wooden member
Sand consists of coarse particles of silica formed due to the disintegration of rocks
The grains of sand are not affected by frost
Sand beds are permeable and do not allow water to rise up between pores due to capillary action
All the above
10 m
20 m
30 m
40 m
Dubbing out
Floating
Knitting
Blistering
Sedimentary rock
Metamorphic rock
Igneous rock
None of the above
Mosaic floor
Terrazzo floor
Chips floor
Marble floor
Bay window
Casement window
Lantern window
Dormer window
Stairs
Toilets
Light and shafts
All the above
1/6th of the span
1/8th of the span
1/10th of the span
1/12th of the span
Between ceiling and ground level
Between ceiling and floor level
Upto roof above ground level
Upto ceiling from the ground level
3 day
7 days
14 days
21 days
2.5 m
3.5 m
4.5 m
5.5 m
Perpendicular distance between intrados and extrados
Vertical distance between springing line and intrados
Perpendicular distance between springing line and extrados
None of the above
Zero
A few degrees
10°
200°
Hard rock
Moist clay
Soft rock
Coarse sandy soil
Horizontal D.P.C. is provided at plinth level in internal walls
D.P.C. is provided under door and verandah openings
Vertical D.P.C. is not provided in internal walls
Cement concrete is a rigid damp-proofing material
Granite
Chalk
Slate
Sand stone