Are vertical wooden members
Is the upper horizontal wooden member
Is the lower horizontal wooden member
Are the intermediate horizontal wooden members
A. Are vertical wooden members
Strength
Workability
Stability of structure
All the above
Isolated footing is provided under column to transfer the load safely to soil bed
Column footings may have steps or projections in the concrete base
Heavily loaded column base must be provided steel reinforcement in both directions
All the above
Black cotton soil
Loose fine sandy soil
Dry coarse sandy soil
Hard rocks
Friction pile
Sheet pile
Batter pile
Anchor pile
Quartz
Felspar
Mica
None of the above
350
420
450
500
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
Sides of beams and girders
Column forms
Bottom of beams and girders
All the above at the same time
Uneven settlement of abutments
Sliding of voussoirs
Crushing of the material
All the above
2
3
5
No limit
Reverberation
Echo
Intensity of sound
Interference
A combined footing is so proportioned that centre of gravity of supporting area coincides with centre of gravity of two column loads
A combined footing may be either rectangular or trapezoidal in shape
Trapezoidal shaped footings may be provided under any loading
All the above
In Flemish bond, headers and stretchers are laid alternately in the same course
In Flemish bond every header in each course lies centrally over every stretcher of the underlying course
In English bond, stretchers are laid in every course
In English bond, headers and stretchers are laid in alternate courses
Water logged soils
Soft rocks
Compact soils
Multi-storeyed buildings
Under-ream pile
Friction pile
Bearing pile
Sheet pile
Cavity of a cavity wall should start near ground level
Cavity of a cavity wall should terminate near eaves level of sloping roof
Cavity of a cavity wall should terminate near coping of flat roof with parapet wall
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
1 : 2
1 : 3
1 : 4
1 : 6
1 day
4 days
7 days
14 days
5 to 10 kg/cm2
15 to 20 kg/cm2
30 to 35 kg/cm2
40 to 45 kg/cm2
5 mm
10 mm
15 mm
20 mm
1/2
1
2
1/4
Increase the depth of foundation
Drain the soil
Compact the soil
Replace the poor soil
90° and 0°
75° and 30°
60° and 10°
40° and 25°
5 to 10 cm
15 to 20 cm
25 to 30 cm
30 to 45 cm
To drain off the water from the filling
To ventilate the stone masonry
To add architectural beauty
To increase compaction of the earth retained
Sedimentary rock
Metamorphic rock
Igneous rock
None of the above
10 cm
15 cm
Equal to its projection beyond wall base
Less than its projection beyond wall base
h/4
1/2 h
h
2 h
English bond
Stretcher bond
Header bond
Single Flemish bond