Stronger
More compact
Costly
None of the above
B. More compact
Granite
Marble
Sand stone
Slate
1/2 horizontal to 1 vertical
2/3 horizontal to 1 vertical
1 horizontal to 1 vertical
2 horizontals to 1 vertical
Dormer window
Lantern window
Louvered window
Sky window
Pitched and sloping roof
Flat roof
Shell roof
None of the above
300 to 350 mm
400 to 450 mm
500 to 550 mm
600 to 650 mm
Retaining wall
Breast wall
Buttress
Parapet wall
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
1 day
4 days
7 days
14 days
Turn
Junction
Quion
All the above
Providing increased area of foundation over poor bearing capacity of soil
Spanning over small soft or loose pockets
Counter acting the hydrostatic effect
All the above
Hardness test
Workability test
Weight test
Toughness test
Mansard truss
Queen post truss
King post truss
Collar truss
Walls having thickness more than 4 bricks
Architectural finish to the face work
Ornamental panels in brick flooring
All the above
Shoring
Scaffolding
Underpinning
Jacking
First class bricks are used
Vertical joints in alternate courses are kept in plumb line
Bats are used where necessary
All the above
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
Copper sheets
Lead sheets
Aluminium sheets
All the above
H-pile
Screw pile
Disc pile
Pipe pile
Stretcher
Face
Front
Header
Rafters
Purlins
Battens
Struts
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
25% to total area
30% of total area
40% to total area
50% of total area
Centring
Actual laying of arch work
Striking of centring
None of the above
Simplex pile
Mac-Arthur pile
Raymond pile
Franki pile
Are vertical wooden members
Is the upper horizontal wooden member
Is the lower horizontal wooden member
Are the intermediate horizontal wooden members
25 to 50 mm
25 to 75 mm
75 to 125 mm
50 to 100 mm
40 cm
Equal to flange width
Twice the flange width
Maximum of (a), (b) and (c)
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
Two directions without break in the slope on each side
Two directions with break in the slope on each side
Four directions without break in the slope on each side
Four directions with break in the slope on each side
2 to 3 t/m2
5 to 7.5 t/m2
8 to 10 t/m2
10 to 12 t/m2