1 day
4 days
7 days
14 days
C. 7 days
Rocky soils
Clay soils
Sandy soil
All of these
English cross bond
Dutch bond
Monk bond
Rat-trap bond
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
Jambs
Lintels
Reveals
Soffits
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
Deodar and Shishum
Chir and sal
Sal and teak
Chir and deodar
Cracking
Dubbing
Blistering
Hacking
5 mm
10 mm
15 mm
20 mm
Dead loads
Live loads
Wind loads
All of these
Is a downward drag acting on a pile due to downward movement of the surrounding compressible soil relative to the pile
Develops due to lowering of ground water
Both (a) and (b)
Neither (a) not (b)
The projection of the concrete block beyond the footing over it
The upward soil pressure
The mix of the concrete
All the above
Lengths vary from 6 m to 12 m
Diameter of top of piles varies from 40 cm to 60 cm
Diameter of pile at bottom varies from 20 cm to 28 cm
All the above
0°
30°
60°
90°
Free from voids
Glossy
Durable
Uniform
Buttress
Leaf wall
Pilaster
Pillar
Rising of water table
Vibrations caused by traffic movements
Mining in the neighbourhood
All the above
Sedimentary rock
Metamorphic rock
Igneous rock
None of the above
Copper sheets
Lead sheets
Aluminium sheets
All the above
Recessed pointing
Weather pointing
V-pointing
Tuck pointing
English bond
Flemish bond
Header bond
Stretcher bond
Heat insulation
Sound insulation
Prevention of dampness
All the above
Mortise and tenon joint
Oblique mortise and tenon joint
Butt joint
Mitred joint
Verticals
Reveals
Jambs
None of these
Segmental arch
Pointed arch
Relieving arch
Flat arch
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
In soils that require lateral support
In cohesive soils
In soft soils
None of the above
First class bricks are used
Vertical joints in alternate courses are kept in plumb line
Bats are used where necessary
All the above
1 in 20
1 to 50
1 in 10
1 in 5
One course of headers to three or five course of stretchers
Queen closer in provided in each heading course
The middle course of stretchers is started with a header to give proper vertical joints
All the above
Header
Stretcher
Closer
None of these