All India Civil Engineering (CE) Group
The immediate settlement can be computed from the expression, based on ______- a)Theory of plasticity
- b)Theory of elasticity
- c)Terzaghi’s analysis
- d)Pressure distribution
Correct answer is option 'B'. Can you explain this answer?
The immediate settlement can be computed from the expression, based on ______
a)
Theory of plasticity
b)
Theory of elasticity
c)
Terzaghi’s analysis
d)
Pressure distribution
|
Pioneer Academy answered • 7 hours ago |
The immediate settlement is the elastic settlement and can be computed from the following expression based on the theory of elasticity,
Si = q B (1-μ2/E s) I w.
Si = q B (1-μ2/E s) I w.
The assumption of Boussinesq equation is that the soil is _____- a)non-homogeneous
- b)homogeneous
- c)plastic
- d)semi-plastic
Correct answer is option 'B'. Can you explain this answer?
The assumption of Boussinesq equation is that the soil is _____
a)
non-homogeneous
b)
homogeneous
c)
plastic
d)
semi-plastic
|
|
Pioneer Academy answered • 7 hours ago |
Boussinesq solved the problems of stress distribution in soils due to a concentrated loads acting at the ground surface. The assumptions made are based on theory of elasticity. Therefore, the soil is considered to be elastic and of homogeneous nature.
The Boussinesq influence factor is given by _______- a)
- b)
- c)
- d)
Correct answer is option 'C'. Can you explain this answer?
The Boussinesq influence factor is given by _______
a)
b)
c)
d)
|
|
Pioneer Academy answered • 7 hours ago |
The Boussinesq influence factor is given by, 
where the KB = Boussinesq influence factor which is a function of r/z ratio which is a dimensionless factor.
where the KB = Boussinesq influence factor which is a function of r/z ratio which is a dimensionless factor.The assumption of Boussinesq equation is that the soil is ____- a)semi-infinite
- b)infinite
- c)finite
- d)semi- finite
Correct answer is option 'A'. Can you explain this answer?
The assumption of Boussinesq equation is that the soil is ____
a)
semi-infinite
b)
infinite
c)
finite
d)
semi- finite
|
Gate Funda answered • 7 hours ago |
Semi-infinite condition is when one of the dimension extends to infinity. If XY pane is considered to be ground surface and the z-axis as depth, then this condition is known as semi-infinite.
|
Tanuja Trishul
asked a question
|
In an aerial photograph, if the photograph has a tilt of 3° and the focal length is 100 mm, then the distance between the perspective centre and the plumb point will be- a)100 tan 3°
- b)100 cos 3°
- c)100/sin 3°
- d)100/cos 3°
Correct answer is option 'D'. Can you explain this answer?
In an aerial photograph, if the photograph has a tilt of 3° and the focal length is 100 mm, then the distance between the perspective centre and the plumb point will be
a)
100 tan 3°
b)
100 cos 3°
c)
100/sin 3°
d)
100/cos 3°
The total settlement of a footing in clay is considered to be consisting of ___________ components.- a)One
- b)Three
- c)Two
- d)Four
Correct answer is option 'B'. Can you explain this answer?
The total settlement of a footing in clay is considered to be consisting of ___________ components.
a)
One
b)
Three
c)
Two
d)
Four
|
|
Gate Funda answered • 7 hours ago |
According to Skempton and Bjerrum, the total settlement of a footing in clay may be considered to consist of three components
S = Si + Sc + Ss.
S = Si + Sc + Ss.
The problems due to stress distribution in soils due to a concentrated load was studied by ______- a)G.B Airy
- b)Terzaghi
- c)Darcy
- d)Boussinesq
Correct answer is option 'D'. Can you explain this answer?
The problems due to stress distribution in soils due to a concentrated load was studied by ______
a)
G.B Airy
b)
Terzaghi
c)
Darcy
d)
Boussinesq
|
|
Gate Funda answered • 7 hours ago |
Boussinesq in 1885 studied and solved the problems of stress distribution in soils due to a concentrated loads acting at the ground surface. Darcy gave the law of flow of water through soils. The stress function was introduced by G.B Airy in 1862.
The Boussinesq equation representing the tangential stress is ____- a)
- b)
- c)
- d)
Correct answer is option 'C'. Can you explain this answer?
The Boussinesq equation representing the tangential stress is ____
a)
b)
c)
d)
|
|
Gate Funda answered • 7 hours ago |
Boussinesq showed that the polar radial stress is given by, 
Boussinesq’s tangential stress σz is given by,
where, τrz is the tangential stress
Q is the point load acting at the ground surface
r is the radial horizontal distance
z is the vertical distance.
Boussinesq’s tangential stress σz is given by,
where, τrz is the tangential stressQ is the point load acting at the ground surface
r is the radial horizontal distance
z is the vertical distance.
The Boussinesq equation representing the polar radial stress is ______- a)
- b)
- c)
- d)
Correct answer is option 'B'. Can you explain this answer?
The Boussinesq equation representing the polar radial stress is ______
a)
b)
c)
d)
|
|
Gate Funda answered • 7 hours ago |
Boussinesq showed that the polar radial stress is given by, 
where σR is the polar radial stress
cosβ = (z/R)
R is the polar radial coordinate = √(r2+z2).
where σR is the polar radial stresscosβ = (z/R)
R is the polar radial coordinate = √(r2+z2).
|
Nayana S B
asked a question
|
A rectangular beam 
mm overall is reinforced with 4 bars of 20 mm diameter in tension zone. Assume both tension and compression steels are yielded. M20 concrete and Fe 415 steel are used. Effective corer is 40mm, for both tension and compression steels.Q. The beam should be- a)under reinforced section
- b)over reinforced section
- c)balanced section
- d)doubly reinforced section
Correct answer is option 'A'. Can you explain this answer?
A rectangular beam mm overall is reinforced with 4 bars of 20 mm diameter in tension zone. Assume both tension and compression steels are yielded. M20 concrete and Fe 415 steel are used. Effective corer is 40mm, for both tension and compression steels.
mm overall is reinforced with 4 bars of 20 mm diameter in tension zone. Assume both tension and compression steels are yielded. M20 concrete and Fe 415 steel are used. Effective corer is 40mm, for both tension and compression steels.Q.
The beam should be
a)
under reinforced section
b)
over reinforced section
c)
balanced section
d)
doubly reinforced section
The recommended imposed load on staircase in residential buildings as per IS 875 is:- a)5.0 kN/m2
- b)3.0 kN/m2
- c)1.5 kN/m2
- d)1.3 kN/m2
Correct answer is option 'B'. Can you explain this answer?
The recommended imposed load on staircase in residential buildings as per IS 875 is:
a)
5.0 kN/m2
b)
3.0 kN/m2
c)
1.5 kN/m2
d)
1.3 kN/m2
|
|
Gate Funda answered • 7 hours ago |
As per IS 875 Part 2, clause 3.1, Imposed Floor load for residential building are:
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Anita Tigga
asked a question
|
A rectangular beam of rectangular cross-section 200 mm x 450 mm (effective) is subjected to a factored shear force of 250 kN. The maximum shear resistance of the beam Tcmax = 2.5 MPa. The beam is- a)safe against sudden failure
- b)can be safe if the factored shear is reduced to 225 kN
- c)can be safe if the factored shear is increases to 225 kN
- d)can be made safe by providing suitable vertical stirrups
Correct answer is option 'B'. Can you explain this answer?
A rectangular beam of rectangular cross-section 200 mm x 450 mm (effective) is subjected to a factored shear force of 250 kN. The maximum shear resistance of the beam Tcmax = 2.5 MPa. The beam is
a)
safe against sudden failure
b)
can be safe if the factored shear is reduced to 225 kN
c)
can be safe if the factored shear is increases to 225 kN
d)
can be made safe by providing suitable vertical stirrups
The assumption of Boussinesq equation is that the soil is ______- a)elastic
- b)semi-elastic
- c)plastic
- d)semi-plastic
Correct answer is option 'A'. Can you explain this answer?
The assumption of Boussinesq equation is that the soil is ______
a)
elastic
b)
semi-elastic
c)
plastic
d)
semi-plastic
|
Gate Gurus answered • 7 hours ago |
Boussinesq solved the problems of stress distribution in soils due to a concentrated loads acting at the ground surface. The assumptions made are based on theory of elasticity. Therefore, the soil is considered to be elastic.
The assumption made by Boussinesq in the solutions is by the ______- a)theory of plasticity
- b)theory of elasticity
- c)yield point
- d)failure point
Correct answer is option 'B'. Can you explain this answer?
The assumption made by Boussinesq in the solutions is by the ______
a)
theory of plasticity
b)
theory of elasticity
c)
yield point
d)
failure point
|
|
Gate Gurus answered • 7 hours ago |
Boussinesq in 1885 studied and solved the problems of stress distribution in soils due to a concentrated loads acting at the ground surface, by assuming a suitable stress function. The assumptions made are based on theory of elasticity.
|
Chandrakant Verma
asked a question
|
The design technique, adopted in design of largewater supply networks, as an aid to simplify andseparate the smaller loops, is- a)Hardy cross method
- b)Circle method
- c)Electrical analyser method
- d)Equivalent pipe method
Correct answer is option 'A'. Can you explain this answer?
The design technique, adopted in design of largewater supply networks, as an aid to simplify andseparate the smaller loops, is
a)
Hardy cross method
b)
Circle method
c)
Electrical analyser method
d)
Equivalent pipe method
The intensities of pressure below a point load where r=0 on axis of loading is _______- a)
- b)
- c)
- d)
Correct answer is option 'A'. Can you explain this answer?
The intensities of pressure below a point load where r=0 on axis of loading is _______
a)
b)
c)
d)
|
|
Gate Gurus answered • 7 hours ago |
Boussinesq’s vertical stress σz is given by, 
Substituting r = 0,
We get,
.
Substituting r = 0,
We get,
.
|
Sitesh Kumar Mishra
asked a question
|
The ratio of the limiting value of the depth of neutral axis and the depth of the section of a singly
reinforced beam is equal to :where .σ y is the characteristic strength and Es is the modulus of elasticity of steel- a)
- b)
- c)
- d)None of these
Correct answer is option 'D'. Can you explain this answer?
The ratio of the limiting value of the depth of neutral axis and the depth of the section of a singly
reinforced beam is equal to :
reinforced beam is equal to :
where .σ y is the characteristic strength and Es is the modulus of elasticity of steel
a)
b)
c)
d)
None of these
The equation for computing immediate settlement “Si = μ0μ1 q B ( 1-μ2/Es )” was proposed by _____- a)Janbu
- b)Bjerrum
- c)Kjaernsli
- d)All of the mentioned
Correct answer is option 'D'. Can you explain this answer?
The equation for computing immediate settlement “Si = μ0μ1 q B ( 1-μ2/Es )” was proposed by _____
a)
Janbu
b)
Bjerrum
c)
Kjaernsli
d)
All of the mentioned
|
|
Gate Gurus answered • 7 hours ago |
In 1966, Janbu, Bjerrum, and Kjaernsli have proposed the following equation for computing the immediate settlement:
Si = μ0μ1 q B (1-μ2/Es).
Si = μ0μ1 q B (1-μ2/Es).
The Boussinesq equation representing the vertical stress is ______- a)
- b)
- c)
- d)
Correct answer is option 'C'. Can you explain this answer?
The Boussinesq equation representing the vertical stress is ______
a)
b)
c)
d)
|
|
Gate Gurus answered • 7 hours ago |
Boussinesq showed that the polar radial stress is given by, 
Boussinesq’s vertical stress σz is given by, σz = σRcos2 β
where, σz is the vertical stress
Q is the point load acting at the ground surface
r is the radial horizontal distance
z is the vertical distance.
Boussinesq’s vertical stress σz is given by, σz = σRcos2 β
where, σz is the vertical stressQ is the point load acting at the ground surface
r is the radial horizontal distance
z is the vertical distance.
When the bubble of the level tube of a level remains central
- a)Axis of the telescope is horizontal
- b)Line of sight is horizontal
- c)Line of sight is inclined
- d)Geometrical axis of the telescope is horizontal
Correct answer is option 'B'. Can you explain this answer?
When the bubble of the level tube of a level remains central
a)
Axis of the telescope is horizontal
b)
Line of sight is horizontal
c)
Line of sight is inclined
d)
Geometrical axis of the telescope is horizontal
|
Shubham Bodade answered • 8 hours ago |
Line of sight is Horizontal
|
Chaudhari Hitesh
asked a question
|
The crest profile of an ungated ogee spillway, downstream of the apex under a design head Hd, can be expressed as (y/Hd) = K(x/Hd)n Where the coefficients K and n, for a vertical upstream spillway would, respectively, be - a)0.5 and 1.85
- b)0.85 and 2.0
- c)2.0 and 0.85
- d)2.0 and 1.5
Correct answer is option 'A'. Can you explain this answer?
The crest profile of an ungated ogee spillway, downstream of the apex under a design head Hd, can be expressed as (y/Hd) = K(x/Hd)n Where the coefficients K and n, for a vertical upstream spillway would, respectively, be
a)
0.5 and 1.85
b)
0.85 and 2.0
c)
2.0 and 0.85
d)
2.0 and 1.5
|
Vinodkumar Tammisetti
asked a question
|
At a sudden expansion in a horizontal pipe- a)total energy line rises in the direction of flow
- b)velocity head increasing in the direction of flow
- c)H.G.L rises in the direction of flow
- d)T.E.L is below H.G.L
Correct answer is option 'C'. Can you explain this answer?
At a sudden expansion in a horizontal pipe
a)
total energy line rises in the direction of flow
b)
velocity head increasing in the direction of flow
c)
H.G.L rises in the direction of flow
d)
T.E.L is below H.G.L
|
Paramjeet Sodhi
asked a question
|
When a body is placed over a liquid, it will sink down if- a)Gravitational force is equal to the up-thrust of the liquid
- b)Gravitational force is less than the up-thrust of the liquid
- c)Gravitational force is more than the up-thrust of the liquid
- d) None of the above
Correct answer is option 'C'. Can you explain this answer?
When a body is placed over a liquid, it will sink down if
a)
Gravitational force is equal to the up-thrust of the liquid
b)
Gravitational force is less than the up-thrust of the liquid
c)
Gravitational force is more than the up-thrust of the liquid
d)
None of the above
|
Deepak Bisht
asked a question
|
Surface tension- a)acts in the plane of the interface normal to any line in the surface
- b)is also known as capillarity
- c)is a function of the curvature of the interface
- d)decreases with fall in temperature
- e)has no units
Correct answer is option 'A'. Can you explain this answer?
Surface tension
a)
acts in the plane of the interface normal to any line in the surface
b)
is also known as capillarity
c)
is a function of the curvature of the interface
d)
decreases with fall in temperature
e)
has no units
|
Er.yogendra Singh
asked a question
|
For slabs spanning in two directions for calculating the span to effective depth ratio:- a)Shorter span should be considered
- b)Longer span should be considered
- c)Overage value of shorter and longer spans should be considered
- d)Both the span should be considered in their respective directions
Correct answer is option 'A'. Can you explain this answer?
For slabs spanning in two directions for calculating the span to effective depth ratio:
a)
Shorter span should be considered
b)
Longer span should be considered
c)
Overage value of shorter and longer spans should be considered
d)
Both the span should be considered in their respective directions
|
Nirupama Patra
asked a question
|
During the construction period, price variation clause in contracts, caters to:- a)increase in rates of only important materials
- b)variation in cost in materials element, labour element and petrel-oil-lubricant element
- c)variation in total cost of the project on an adhoc basis
- d)rate of inflation
Correct answer is option 'B'. Can you explain this answer?
During the construction period, price variation clause in contracts, caters to:
a)
increase in rates of only important materials
b)
variation in cost in materials element, labour element and petrel-oil-lubricant element
c)
variation in total cost of the project on an adhoc basis
d)
rate of inflation
|
Sona Shahithya
asked a question
|
Select the correct statement.- a)Unit weight of dry soil is greater than unit weight of wet soil.
- b)For dry soils, dry unit weight is less than total unit weight.
- c)Unit weigth of soil increases due to sub-mergence in water.
- d)Unit weight of soil decreases due to sub-mergence in water
Correct answer is option 'D'. Can you explain this answer?
Select the correct statement.
a)
Unit weight of dry soil is greater than unit weight of wet soil.
b)
For dry soils, dry unit weight is less than total unit weight.
c)
Unit weigth of soil increases due to sub-mergence in water.
d)
Unit weight of soil decreases due to sub-mergence in water
|
Prashant Suman
asked a question
|
Hydrology helps in- a)predicting maximum flows
- b)deciding the minimum reservoir capacity
- c)forecasting the availability of quantity of water at reservoir site
- d)predicting the effects on the river water level on completion of dams
- e)all the above.
Correct answer is option 'E'. Can you explain this answer?
Hydrology helps in
a)
predicting maximum flows
b)
deciding the minimum reservoir capacity
c)
forecasting the availability of quantity of water at reservoir site
d)
predicting the effects on the river water level on completion of dams
e)
all the above.
|
Ankit Goel
asked a question
|
If in a closed traverse, the sum of the north latitudes and also the sum of west departures ismore than the sum of the east departures, the bearing of the closing line is in the- a)NE quadrant
- b)SE quadrant
- c)NW quadrant
- d)SW quadrant
Correct answer is option 'B'. Can you explain this answer?
If in a closed traverse, the sum of the north latitudes and also the sum of west departures ismore than the sum of the east departures, the bearing of the closing line is in the
a)
NE quadrant
b)
SE quadrant
c)
NW quadrant
d)
SW quadrant
|
Rukkus World
asked a question
|
‘Ranging' is the process of- a)fixing ranging rods on the extremities of the area
- b)aligning the chain in a straight line between two extremities
- c)taking offsets from a chain line
- d)chaining over a range of mountains
Correct answer is option 'B'. Can you explain this answer?
‘Ranging' is the process of
a)
fixing ranging rods on the extremities of the area
b)
aligning the chain in a straight line between two extremities
c)
taking offsets from a chain line
d)
chaining over a range of mountains
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