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Q.1
In a concrete canal the approximate permissible velocity of water should not exceed
0.5 m/sec
1.5 m/sec
1 m/sec
2 m/sec
(D)
Q.2
A current meter measures the velocity of flow, if it is held
on the surface of water
at the bottom of channel
at any point within the cross-section
None of these
(C)
Q.3
Garnett's diagrams are used for graphical solution of design equations of a canal by
Lacey's theory
Lindlay theory.
Kennedy's theory
Gibb's theory
(C)
Q.4
Which one of the following statements is correct?
The canal system and the drainage system are complementary
The canal system runs on ridges, gets divided into smaller channels and spreads its water on the land
The drainage system runs along the lowest line, collects drainage water from the slopes and joins the main stream
All of these
(D)
Q.5
canal passes over the drainage and H.F.L. of the drainage is above the bottom of the canal trough
aqueduct
syphon aqueduct
super passage
Syphon super passage
(B)
Q.6
__are the devices that extract silt from the canal water when silt water entering into the off-taking channel.
Silt ejectors
Silt Excluders
Silt remover
All of these
(A)
Q.7
For diversion of flood water of rivers, the type of canal constructed, is
ridge canal
inundation canal
perennial canal
canal.
(B)
Q.8
Pick up the correct statement from the following:
Water table generally follows the ground surface above it with a few exceptions
Static level of water in an open well indicates the position of the water table
Saturated pores of a soil in the capillary zone above water table have negative pressure
All of these
(D)
Q.9
A counter berm is
a horizontal benching provided on the inside slope
a horizontal benching provided on the outside slope
a vertical benching provided on the outer edge of the bank
a vertical benching provided on the inner edge of the bank.
(B)
Q.10
Pick up the correct sequence of the part of a canal system from the following
Head work-distributary-branch canal-minor
Head works-main canal-branch canal-dis-tributary-minor
Head works-main canal-branch canal-minor-distributary
Heads works-branch canal-main canal distributary, minor.
(B)
Q.11
Which one is the most efficient in irrigation system:
Furrow system
Check/Basin system
Drip system
Sprinkle system
(C)
Q.12
Which of the following is sub surface irrigation system:
Furrow system
Check/Basin system
Drip system
None of these
(C)
Q.13
For cereal crops the most commonly adopted method of irrigation, is
free flowing method
sprinkling method
check method
furrow method .
(C)
Q.14
Process of meandering is due to
sediment load of streams
discharge and hydraulic properties of streams
relative erodibility of the bed and banks
All of these
(D)
Q.15
. To hold hydraulic jumps, baffle walls are provided in
Sarda type fall
Vertical type falls
English type falls
Montague type falls
(C)
Q.16
The most suitable section of a lined canal, is
triangular section with circular bottom for small canals
trapezoidal section with rounded corners for large canals
rectangular section with rounded corners for large canals
both (a) and (b)
(D)
Q.17
in Irrigation SCARP stands for :
Salinity Control and Reclamation Project
Software Control and Rehabilitation Project
Scrap control and rehabilitation project
None of these
(A)
Q.18
Leaching is the process of
draining 10 to 20 % of irrigation water to leach the soil
is to remove the water from the soil
t increase water table level
Any of the above
(A)
Q.19
The primary man made cause of salinity is
Canal system itself
Irrigation
Industries using water
None of these
(B)
Q.20
The system of drainage adopted when main source is from hilly area and there is no lateral drains provided:
Natural system
Grid System
Herring Bone System
intercepting Tile Drains
(D)
Q.21
Which system of drainage is laid when main land is in depression:
Natural system
Grid System
Herring Bone System
intercepting Tile Drains
(C)
Q.22
When land is practically level, which drainage system is used:
Natural system
Grid System
Herring Bone System
intercepting Tile Drains
(B)
Q.23
Types of layout of tile drainage are:
Natural system and Double main system
Grid System and Intercepting Tile Drains
Herring Bone System
All of these
(A)
Q.24
When tile drains are situated below less permeable strata then they are surrounded by graded gravels called :
Envelope Filters
Drain envelops
Both
None of These
(C)
Q.25
which of the following are causes of water logging :
Over and intensive irrigation
seepage of water from adjoining high lands or canals
inadequate surface and undersurface drainage
All of these
(D)
Q.26
As per WAPDA’s criterion, the land having depth to water table is less than ___ is classified as water logged area
2 m
3 m
4 m
5 m
(B)
Q.27
we can avoid water logging by :
having effective drainage system
cultivating less in water logged areas and introducing crop rotation
lining of canals and improving optimum water usage
All of these
(D)
Q.28
A land is said to be water-logged if its soil pores within
a depth of 40 cm are saturated
a depth of 50 cm are saturated
root zone of the crops are saturated
All of these
(C)
Q.29
A river is said to be of
aggrading type if it builds up its bed to a certain slope
degrading type if it cuts its bed to a certain slope
meandering type if it flows in sinuous curve
All of these
(D)
Q.30
If water table is comparatively high, the irrigation canal becomes useless, due to
spread of malaria
water logging of the cultivated area
large amount of seepage
All of these
(D)
Q.31
If straight sides of a triangular section of a lined canal with circular bottom of radius R, make an angle θ with horizontal, the area of its cross-section, is
R (θ + tan θ)
R (θ + cot θ)
R2 (θ + tan θ) D.
R2 (θ + cot θ)
(D)
Q.32
If the straight sides of a triangular section of a lined canal with circular bottom of radius D, make an angle θ with horizontal, the hydraulic mean depth is
D
D/2
D/3
D/4
(B)
Q.33
Modular range is :
The necessary minimum head difference between parent and outlet canalto enable module or semi module to work as per design.
The extreme values of any parameter at which a module or a semi module ceases to be capable of acting as such
The range of conditions between the modular limits within which a module or semi module works as designed
None of These
(C)
Q.34
Modular Limits is :
The necessary minimum head difference between parent and outlet canalto enable module or semi module to work as per design.
The extreme values of any parameter at which a module or a semi module ceases to be capable of acting as such
The range of conditions between the modular limits within which a module or semi module works as designed
None of These
(B)
Q.35
Minimum modular head is defined as :
The necessary minimum head difference between parent and outlet canalto enable module or semi module to work as per design.
The extreme values of any parameter at which a module or a semi module ceases to be capable of acting as such
The range of conditions between the modular limits within which a module or semi module works as designed
None of These
(A)
Q.36
Relation of Sensitivity "s" and Flexibility "f" is
s = nf
f = ns
f = s
None of these
(A)
Q.37
The ratio of the head recovered to the input head of the water flowing through the outlet is called
Felxibility
Sensitivity
Efficiency
None of these
(C)
Q.38
The ratio of rate of change of discharge of an outlet to the rate of change of water depth in the parent/ distributary is called
Felxibility
Sensitivity
Efficiency
None of these
(B)
Q.39
The ration Rate of change of discharge in outlet to that of parent canal is called
Felxibility
Sensitivity
Efficiency
None of these
(A)
Q.40
Orifice type outlet is an
Semi modular
modular
non modular
None of these
(A)
Q.41
Open flume type outlet is
Semi modular
modular
non modular
None of these
(A)
Q.42
Which one is type of Modular outlet:
Gibbs Module
Crumps Open flume
Pipe type
All of these
(A)
Q.43
Which one is Semi Modular type outlet:
Gibbs Module
Crumps Open flume
Pipe type
All of these
(B)
Q.44
Non-Modular Outlets are dependent on
depth of parent channel
depth of outlet
difference in depth of parent and outlet
None of These
(C)
Q.45
In Semi Modular (Flexible ) Outlet flow in outlet is dependent on ___ of Parent canal and not the __ in outlet
depth, depth
discharge, depth
depth, discharge
All of these
(A)
Q.46
Modular outlet is called
rigid outlet
flexible outlet
may be both
None of these
(A)
Q.47
An outlet should be
easy to construct, not temper able or detectable if tempered
must carry its fair share of silt
able to work with small heads
All of these
(D)
Q.48
Outlet is called __ in local language.
Mogha
Turnout
Laari
None of these
(A)
Q.49
a silting river is called
meandering
aggrading
degrading
None of these
(B)
Q.50
A river training work is generally required when the river is
meandering
aggrading
degrading
None of these
(A)
Q.51
in a hydraulic jump the depth before and after the jump are called :
Critical depths
Conjugate depths
Same depths
All of these
(B)
Q.52
If q is the discharge per unit width of a channel and D1 D2 are the depths of water before and after hydraulic jump, the following relationship is true
D1D2* (D1+D2) = 2q^2 / g
D1D2* (D1-D2) = 2q^2 / g
D1/D2* (D1+D2) = 2q^2 / g
None of these
(A)
Q.53
for impervious floor of a sarda fall, a minimum thickness of ___is provided for the floor to the u/s of the crest
0.3m to 0.4 m
0.1m to 0.2m
0.2m to 0.5 m
0.5m to 0.6 m
(A)
Q.54
__ upstream curtain wall is provided, having a depth equal to __water depth
1.5 brick thick , 1 /3 rd
1.5 brick thick , 1 /2 nd
1.5 brick thick , 1 /4 th
None of these
(A)
Q.55
Brick pitching in a length equal to upstream water depth may be laid on the u/s bed, sloping towards the crest at a slope of
1:5
1:8
1:10
1;12
(C)
Q.56
For trapezoidal fall (discharge greater than 14 m 3 / the U/S wings are kept segmental with radius equal to
5 to 6 times H,
5 to 6 times SQRT H
3 to7times H,
2 to 4 times H,
(A)
Q.57
The d/s wings are kept vertical for a length of ___from the Crest and may then be gradually warped They should be taken up to end of pakka floor.
5 to 8 times (H* H f)^ 0 5
3 tob4times (H* H f)^ 0 5
2 to 5 times (H* H f)^ 0 5
4 to 10 times (H* H f)^ 0 5
(A)
Q.58
The side pitching is curtailed at an angle of __from the end pitching in plan
45 degrees
60 degrees
30 degrees
20 degrees
(A)
Q.59
The pitching may be provided between two or three curtain walls The curtain wall may be ___and depth equal to ___water depth or
1.5 brick thick , 0.5 d/s
1 brick thick ,.2 d/s
2 brick thick , .75 d/s
2.5brick thick , 0.1 d/s
(A)
Q.60
in Vertical drop fall, The length of d/s pitching is:
2 times the depth of water
3 times the depth of water
4 times the depth of water
5 times the depth of water
(B)
Q.61
in Sarda type fall of trapezoidal crest discharge is given by
Q = 1.835LH 3 / 2 (H/ 1/ 6
Q = 1.99LH 3 / 2 (H/ 1/ 6
Q = LH 3 / 2 (H/ 1/ 6
None of These
(B)
Q.62
in Sarda type fall of rectangular crest discharge is given by
Q = 1.835LH 3 / 2 (H/ 1/ 6
Q = 1.99LH 3 / 2 (H/ 1/ 6
Q = LH 3 / 2 (H/ 1/ 6
None of These
(A)
Q.63
For discharges greater than 15 m3/sec and fall more than 1.5 meter which fall is better:
Vertical drop fall
Straight glacis fall
Inglis/ Baffle fall
All of these
(C)
Q.64
for discharges upto 15 cusecs m3/sec and fall upto 1.5 meters which type of fall is most suitable
Vertical drop fall
Straight glacis fall
Inglis/ Baffle fall
All of these
(A)
Q.65
Which of the following is not a roughness device:
Baffle wall
Dentated sill
Ribbed Pitching
None of These
(D)
Q.66
The ___fall is not suitable as a meter due to the formation of partial vacuum under the nappe
vertical drop type
Glacis type
Flumed type
All of these
(A)
Q.67
Limitation of Lacey's theory are ;
Bed material size (d 50 ) of the channel bed varies 0.15 0.4 mm
Q = 5 to 5000 cusecs
No selection for stable bank slope & The concentration of silt is not taken into account.
All of these
(D)
Q.68
in Lacey's formula V = 1.1547 √fR f is friction factor and is given by:
f = 1.6 √d
f = 1.6d
f = 1.6d^2
f = √d
(A)
Q.69
in Lacey's formula V = 1.1547 √fR f is friction factor and it has value of __ for Upper Bari Doab Cannals:
1
1.5
2
3
(A)
Q.70
Flow Resistance Equations in Lacey's theory are
V = 1.1547 √ fR
V = 16 R^ (2/3) *S^ (1/3)
Both
None of These
(C)
Q.71
True regime is achieved when:
Silt grade (sediment size) & Silt charge (sediment discharge) flowing in the channel is constant
Water discharge flowing in the channel is constant
Alluvium in which the channel is flowing is of the same characteristics as the sediment charge carried by water
All of these
(D)
Q.72
When a channel is newly formed which regime is said to be in the cannal:
initial regime
Final regime
True Regime
None of these
(A)
Q.73
If the continuous action of the current eventually overcomes the resistance of the sides and setup a condition where the channel adjusts its perimeter, depth and slope according to discharge, silt load, and silt grade, then____ conditions are said to be achieved
initial regime
Final regime
True Regime
None of these
(B)
Q.74
A channel is in the____ when the bed slope gets affected due to silting and scouring
initial regime
Final regime
True Regime
None of these
(A)
Q.75
Lacey's regime theory gives:
Water discharge flowing in the channel is constant
Silt grade (sediment size) & Silt charge (sediment discharge) flowing in the channel is constant
Alluvium in which the channel is flowing is of the same characteristics as the sediment charge carried by water
All of these
(D)
Q.76
Side slope of alluvial canals is
1:1 in cutting & 1.5:2.1 in filling
1:2 in cutting & 1.0:1.1 in filling
2:1 in cutting & 0.5:1.1 in filling
None of these
(A)
Q.77
According to Kennedy's theory, Maximum allowable velocity for alluvial canals is
1 m/s to 2 m/s
.5 m/s to 1.5 m/s
.25 m/s to 1 m/s
1.25 m/s to 3 m/s
(B)
Q.78
In kennedy's theory for canal design :
No separate formula was suggested for fixing the bed slope and
No relationship between b(width) and D (depth) was provided
Both A and B
None of these
(C)
Q.79
According to Kennedy's Silt theory a regime channel is
is one which neither silts nor scour
in which the silt supporting power of the stream is proportional to the bed width and not the perimeter of the channel
The critical velocity, which means non silting non scouring velocity Vo or Vc is given by Vo = Vc = 0.84 D^ 0.64 = C D^ b
All of these
(D)
Q.80
which of the following are the methods for designing a canal?
Kennedy’s Theory (1895) and Blench Method (1952
Simons and Albertson Method (1960)
Lacey’s Regime Method (1930, 1935, 1958
All of these
(D)
Q.81
usual range of free board from small distributary to main canal is:
1 to 4 feet
1 to 5.5 feet
1 to 10 feet
1 to 15 feet
(B)
Q.82
free board of 1.5 feet is valid for discharge up to :
20 cfs
200 cfs
3000 cfs
1000 cfs
(A)
Q.83
Formula for free board of a canal is:
F=√C D
F=C D
F=C D^2
None of these
(A)
Q.84
For a given discharge in a channel, Blench curves give the relationship between the loss of head (HL) and
specific energy up-stream
specific energy down-stream
critical depth of water down-stream
depth of water down-stream
(B)
Q.85
When the soil came from cutting totally fill the filling portion that depth of cutting area is called :
Balancing depth
Equal Depth
Critical depth
None of These
(A)
Q.86
During construction period of a canal, some extra land is required for storage of materials and machineries nearer the site of construction is called :
Permanent land width
Temporary Land width
Land width
Any of the above
(B)
Q.87
The borrow pits are usually located art a distance of __ away from outer toe of the bank.
2D to 4D
4D to 6D
6D to 8D
None of these
(B)
Q.88
the horizontal distance between toe of bank and edge of cutting is called:
Dowla
berm
Free Board
None of These
(B)
Q.89
Height of a dowla on inspection road of a channel is usually:
1 meter
1.5meter
0.7 meter
0.5 meter
(D)
Q.90
Pick up the incorrect statement from the following
A bank in the cross-section of a canal is provided on the right
A bank in the cross-section of a canal is provided on the left
A 'dowla' in the cross-section of a canal is provided on the channel side of road
None of These
(D)
Q.91
Water-shed line is abondoned for aligning an irrigation canal if
water shed forms a sharp loop
canal has to take off from a river
towns and villages are located on the water shed line
All of these
(D)
Q.92
Pick up the correct statement from the following:
Duty of canal water is defined as the total area irrigated by the discharge averaging one unit during the base period of the duty
Duty of canal water is usually calculated at the head discharge of a channel
Duty of canal water at the head of a channel and at the outlet of a distributary, differ considerably due to progressive losses of water & Duty of canal water at the outlet of a distributary, is generally known as outlet factor or outlet discharge factor
All of these
(D)
Q.93
When a canal is carried over a natural drainage, the structure provided, is known as
syphon
syphon-aqueduct.
super passage
aqueduct
(D)
Q.94
In a Sarda type fall, the rectangular crest, may be used for discharge upto
6 cumecs
10 cumecs
14 cumecs
20 cumecs
(C)
Q.95
y1 and y2 are depths at start and end of the hydraulic jump. Fundamental momentum equation for a hydraulic jump, is
y1^2 -y2^2 = 2q/g *(V-V1)
y2^2 -y1^2 = 2q/g *(V-V1)
y1^2 -y2^2 = 2q/g *(V1-V2)
None of These
(B)
Q.96
Pick up the incorrect statement from the following:
In free flooding irrigation, water is admitted at one corner of a field and is allowed to spread over the entire area
In check method of irrigation, the field is divided into smaller compartments and water is admitted to each in turn
In furrow irrigation water is admitted between the rows of plants in the field
None of these
(D)
Q.97
For smooth entry of water in a canal, the angle between head regulator and water is generally kept
80°
90°
110°
120°
(C)
Q.98
When a canal and a drainage approach each other at the same level, the structure so provided, is
an aqueduct
a syphon
a level crossing
inlet and outlet.
(C)
Q.99
A water-logged land is found suitable for cultivation due to
ease of tillage for preparation of the field for optimum condition of germination
absence of aeration of soil from root zone of the plant
regular supply of water to plants from the water table by capillary action
Not suitable for cultivation
(D)
Q.100
In a canal syphon, the flow is
under atmospheric pressure
pipe flow
with critical velocity
under negative pressure.
(B)
Q.101
Retrogression of the bed level of a river downstream a weir, occurs due to
heavy impact of water
less percentage of silt
increase of the bed level
soft soil strata.
(B)
Q.102
Attracting groynes are built
perpendicular to the bank
inclined down stream
inclined up stream
None of these
(B)
Q.103
The measure to remove water logging of land, is
to reduce percolation from canals and water courses
to increase outflow from the ground water reservoir
both (a) and (b)
neither (a) nor (b)
(C)
Q.104
F.S.L. of a canal at its head with respect to parent channel is kept
at the same level
15 cm higher
15 cm lower
None of these
(C)
Q.105
The difference in level between the top of a bank and supply level in a canal, is called
berm
free board
height of bank
none of these.
(B)
Q.106
If B and d are the bed width and depth of a channel in metres, the combined losses due to evaporation and seepage in cumecs per kilometre length of the channel, is
1/200 * (B+d)^2/3
1/150* (B+d)^2/3
1/100 * (B+d)^2/3
1/10 * (B+d)^2/3
(A)
Q.107
The length of a meander is the distance along the river between the tangent point of one curve to the tangent point of
next curve of the same order
reverse curve
reverse curve plus the width of the river
None of These
(A)
Q.108
Irrigation canals are generally aligned along
ridge line
straight line.
contour line
Valley line
(A)
Q.109
Borrow pits should preferably be located in
field on the left side of the canal
field on the right side of the canal
fields on both sides of the canal
central half width of the section of the canal.
(D)
Q.110
The ratio of the maximum height to which a jet inclined through θ rises to its total horizontal span is
= tanθ/4
= Cosθ /4
=Sinθ /4
= tan2θ /4
(A)
Q.111
When the whole fluid mass rotates either due to fluid pressure or gravity or rotation previously imparted, the motion is known as
free vortex
rotational vortex.
forced vortex
non-potential vortex
(A)
Q.112
A nozzle is fitted at the end of a pipe whose length is 320 m and diameter is 10 cm. If the value of f = 0.01, the diameter of the nozzle for the maximum transmission of power through the nozzle is
2.4 cm
2.5 cm
2.6 cm
2.7 cm.
(B)
Q.113
The differential equation dp/ρ + gdz + vdv = 0 for a fluid motion is suggested by
Bernoulli
Cauchy-Riemann
Laplace
Leonard Euler.
(D)
Q.114
Pick up the correct statement from the following :
For maximum velocity of flow, the depth of water in the circular channel must be 0.81 times the diameter of the channel
For maximum velocity, the hydraulic mean depth must be 0.3 times the diameter of circular channel
For maximum discharge the depth of flow must be 0.95 times the diameter of circular channel
All of these
(D)
Q.115
If H is height of the liquid above the sill, the effect of end contractions, according to Francis formula, is
0.1 H
0.2 H
0.3 H
0.4 H
(A)
Q.116
For uniform flow in canals
there is a balance between the frictional loss and drop in elevation of the channel
bed and free water surfaces of a channel are parallel to each other
bed of channel represents the hydraulic gradient
All of these
(D)
Q.117
An open container filled with water is moved vertically downward with a uniform linear acceleration. The pressure at its bottom will be
greater than static pressure
equal to static pressure
lesser than static pressure
None of these
(C)
Q.118
Gradually varying flow differential equation is given as dy/dx = (S0 - Sf) / (1 - Fr^2) where :
S0 is slope of bed
S f is slope of total energy line
Fr is Froud number at upstream
All of these
(D)
Q.119
Back water curve cannot happen in :
Horizontal slope
Adverse Slope
Both
None of these
(C)
Q.120
In critical flow which surface profile does not exists:
C1
C2
C3
None of these
(B)
Q.121
How many of surface profiles are there in total?
10
11
12
14
(C)
Q.122
Surface profile just downstream of a sluice gate in a mild channel is :
M1
M2
M3
C1
(B)
Q.123
In an inclined position, a venturimeter records
more reading
same reading
less reading
None of these
(B)
Q.124
The hydrostatic force acts through
center of pressure
center of bottom edge
center of top edge
metacenter
(A)
Q.125
For a most economical rectangular channel, the width of the channel must be
twice the depth of flow
half the depth of flow
equal to depth of flow
None of these
(A)
Q.126
The flow in a channel is said to be non-uniform, if
free water surface of an open channel is not parallel to the bed of channel
head needed to overcome frictional reistance is less than the drop in elevation of channel bed
head needed to overcome frictional resistance is more than the drop in elevation of channel bed
All of these
(D)
Q.127
Pick up the incorrect statement from to following regarding triangular notch :
For measuring low discharge, it gives more accurate result
Only one reading (i.e. H) is required for computation of discharge
Ventilation is necessary
None of These
(C)
Q.128
If the pressure at the inlet of a pipe is 90 kg/cm2 and pressure drop over the pipe line is 10 kg/cm2, the efficiency of transmission, is
66.6%
77.7%
55.5%
88.8%
(D)
Q.129
In a short cylindercial external mouthpiece, the venacontracta occurs at a distance from the outlet of orifice equal to
diameter of the orifice
one-fourth the diameter of the orifice
one-third the diameter of the orifice
two-third the diameter of the orifice
(B)
Q.130
The velocity of flow at the critical depth (hc) is called critical velocity (Vc) which is equal to
= SQRT (g*hc)
= g*hc
= h*SQRT (hc)
None of these
(A)
Q.131
The flow in open channel is laminar if the Reynold number is
less than 500
more than 500
1000
None of These
(A)
Q.132
Laplace's Equation is given by
∇^2 *ϕ=0
∇^2 *ϕ=/ 0
∇^2 *ϕ=1
None of These
(A)
Q.133
in streamline tangential velocity is given as
u=∂ψ/∂y
u=∂ϕ/∂x
Both
None of these
(C)
Q.134
A flow net is possible only when flow is
steady
incompressible
irrotational
All of these
(D)
Q.135
For maximum power transmission through a nozzle, (where hf is the head lost due to friction)
hf = H/2
hf = H/4
hf = 5 H/2
hf = H/3
(D)
Q.136
If H is the depth of water retained by a vertical wall, the height of centre of pressure above the bottom is
H/2
H/4
H/3
2H/3
(C)
Q.137
For critical flow, the Froude number is :
1.0
more than 1.0
less than 1.0
None of These
(A)
Q.138
Total energy line is
datum head
pressure head
kinetic head
All of these
(D)
Q.139
The intensity of pressure due to sudden closure of a valve of a pipe in which water flows with velocity v, is directly proportional to :
square root of the bulk modulus of elasticity of water
bulk modulus of elasticity of water
specific weight of water
None of These
(A)
Q.140
Centre of buoyancy is
centroid of the floating body
centroid of the fluid displaced
centre of pressure of the displaced liquid
None of these
(B)
Q.141
An orifice is called a large orifice if water head, is
twice the diameter of the orifice
thrice the diameter of the orifice
four times the diameter of the orifice
five times the diameter of the orifice.
(D)
Q.142
A body of dimensions 1.5 m x 1.0 m x 2 m weighs 3000 kg in water. Its specific gravity is
1.1
1.0
0.9
0.8
(A)
Q.143
The ratio of the hydraulic radius of a pipe running full to the hydraulic radius of a square section of a channel whose side is equal to the diameter of the pipe, is
1
1/2
3/2
3/4
(D)
Q.144
. The centre of pressure of a vertical plane immersed in a liquid is at
center of higher edge
center of lower edge
centroid of the area
none of these.
(D)
Q.145
A stepped notch is a combination of
rectangular notches of different sizes
triangular notches of different sizes
rectangular and triangular notches
All of these
(A)
Q.146
The unit of the viscosity is
kg sec/m2
m2 per sec.
Newton sec per m2
Newton-sec2/m3
(C)
Q.147
A floating body attains stable equilibrium if its metacentre is
at the centroid
below the centroid
above the centroid
Anywhere
(B)
Q.148
For the two dimensional flow, the stream function is given by ψ = 2xy. The velocity at a point (3, 4) is
12 m/sec
10 m/sec
8 m/sec
6 m/sec
(B)
Q.149
When a liquid rotates at constant angular velocity about a vertical axis of a rigid body, the pressure
increases linearly to its radial distance
varies inversely as the altitude along any vertical line
varies as the square of the radial distance
decreases as the square of the radial distance
(C)
Q.150
Which one of the following statements is true ?
The value of kinetic energy correction factor for turbulent flow lies between 1.03 to 1.06
The value of kinetic energy correction factor for laminar flow is 2
The practical value of kinetic energy correction factor for turbulent flow is unity
All of these
(D)
Q.151
The following is not a laminar flow
Flow in beds in ground water
Rise of water in plants through roots
Flow of blood in the arteries of human body
Flow in water pipe lines.
(D)
Q.152
The best side slope for most economical trapezoidal section, is
30
45
60
None of These
(C)
Q.153
When no air is left below the nappe and water stream adheres to the down stream face of the weir, it is known as
free nappe
depressed nappe
clinging nappe
None of these
(C)
Q.154
Discharge over an ogee weir remains the same as that of
sharp crested weir
cippoletti weir
triangular weir
cippoletti weir
(B)
Q.155
On an inclined plane, centre of pressure is located
at the centroid
above the centroid
below the centroid
None of These
(C)
Q.156
Cappoletti weir is a
trapezoidal weir, whose sides slope 1 horizontal to 2 verticals
triangular weir whose notch angle is 90°
rectangular weir whose length is kept 3 times the height of the water above sill
a combination of rectangular and triangular weirs.
(A)
Q.157
Molecules of fluids get attracted to other surfaces due to
capillarity action
surface tension
adhesion
cohesion
(C)
Q.158
For the most economical trapezoidal section of a channel with regards to discharge, the required condition, is
half of top width = sloping side
hydraulic depth = half the depth
perpendiculars drawn from the centre of the top width on to the bottom sloping side, are all equal
All of these
(D)
Q.159
Uniform flow is said to occur when
size and shape of the cross-section in a particular length remain constant
size and shape of the cross-section change along a length
drop in elevation is equal to the head loss
Both A and C
(D)
Q.160
Pick up the correct statement from the following :
Total energy gradient line is the graphical representation of the total head at any section of a pipe
Vertical distance between the total energy line and hydraulic grade line is equal to the velocity head
Vertical fall of total energy line or HGL is head loss between that points
All of these
(D)
Q.161
To avoid an interruption in the flow of a syphon, an air vessel is provided
at the inlet
at the summit
at the outlet
at any point between intet and outlet.
(B)
Q.162
Atmospheric pressure is equal to water column head of
9.81 m
7.5 m.
10.30 m
5.0 m
(C)
Q.163
Piezometers are used to measure
pressure in water channels, pipes etc.
difference in pressure at two points
atmospheric pressure
very low pressure.
(D)
Q.164
If total head available at the inlet of pipe is H and h1 is the loss of head due to friction in the pipe, the maximum efficiency of transmission of power (ηmax) is
1/2
2/3
2/5
3/4
(B)
Q.165
Pick up the correct statement from the following :
When the length of the tube is equal to diameter of the internal mouth piece, the jet of liquid comes out without touching the sides of the tube
When the length of the tube is three times the diameter of the internal mouth piece, the jet diameter is equal to diameter of the tube.
both (a) and (b)
Neither (a) nor (b).
(C)
Q.166
In Chezy's formula V = C* SQRT(mi)
c IS CHEZZY'S CONSTANT
m is hydraulic radius
i is the slope of energy line
All of these
(D)
Q.167
A fluid particle may possess the displacement of
translation
rotation
distortion
All of these
(D)
Q.168
The value of momentum correction factor (β) for a laminar flow through a circular pipe, is
1/2
2/3
3/4
4/3
(D)
Q.169
The equation for the viscosity t = u * dv/dy , is suggested by
Newton
Chezy
Bernoulli
Bezin
(A)
Q.170
In an open tube, free surface of mercury remains
horizontal
curved upwards
curved downwards
None of These
(C)
Q.171
Most economical section of a triangular channel for discharge is
equilateral triangle
right angled triangle
isosceles triangle with 45° vertex angle
right angled triangle with equal sides.
(D)
Q.172
Power transmitted through a pipe is maximum when friction head loss, is
one-half of the total head supplied
one-third of the total head supplied
one-fourth of the total head supplied
equal to the total head supplied.
(B)
Q.173
Back water curve is caused if
friction head loss is more than the bed slope
pressure is due to weir in the channel
there is an increase in width of the channel
None of these
(B)
Q.174
Flow in open channels is turbulent if Reynold number is
less than 1000
more than 500
between 500 and 1000
more than 1000
(D)
Q.175
Flow in pipes is turbulent if Reynold number is
less than 2100
between 2100 and 4000
more than 4000
None of These
(C)
Q.176
The ratio of frictional factor and coefficient of friction used in general equation for a head loss in a pipe, is
1
2
3
4
(D)
Q.177
For maximum horse power of a nozzle, the head supplied must be equal to
head loss in the pipe due to friction
twice the head loss in the pipe due to friction
thrice the head loss in the pipe due to friction
four times the head loss in the pipe due to friction.
(C)
Q.178
An ideal fluid is
incompressible
non viscous
viscous and compressible
both A and B
(D)
Q.179
A non-uniform steady flow is through
a long tube at a decreasing rate
an expanding tube at constant rate
an expanding tube at increasing rate
a long pipe at increasing rate.
(B)
Q.180
Manning's formula is used for
in open channels head loss due to friction in pipes flowing full
flow in open channels
head loss due to friction
flow in pipes.
(B)
Q.181
Specific gravity of liquid:
remains constant at only one place
does not remain constant at every place
varies from place to place on the earth
does not vary on any other planet.
(D)
Q.182
The specific weight of water is 1000 kg/m3
at normal pressure of 760 mm
at 4°C temperature
at mean sea level
All of these
(D)
Q.183
Fluids change the volume under external pressure due to
plasticity
compressibility
viscosity
None of these
(B)
Q.184
The rise of the liquid along the walls of a revolving cylinder above the initial level, is
greater than the depression of the liquid at the axis of rotation
esser than the depression of the liquid at the axis of rotation
the same as the depression of the liquid at the axis of rotation
None of these
(C)
Q.185
If velocities of fluid particles vary from point to point in magnitude and direction, as well as from instant to instant, the flow is said to be
laminar
uniform flow
turbulent flow
non-uniform flow.
(C)
Q.186
he magnitude of water hammer in a pipe depends upon
speed at which value is closed
length of the pipe line
elastic properties of the pipe material and fluid
All of these
(D)
Q.187
Atmospheric pressure varies with
altitude
weather conditions
temperature
All of these
(C)
Q.188
If Cv, Cc, Cd and Cr are the hydraulic coefficients of an orifice, then
Cv *Cc =Cd
Cv =Cc*Cd
Cv /Cc =Cd
Cv +Cc =Cd
(A)
Q.189
Dimensions of the dynamic viscosity (μ) are
MLT-2
ML-1T-1.
ML-1T-2
M-1L-1T-1
(A)
Q.190
Which one of the following is applicable to unsteady flow in open channels :
velocity does not changes with
Depth does not changes with
Discharge does not changes with
All of these
(D)
Q.191
An error of 1% in measuring the head of water over the crest of a triangular notch, produces an error in the discharge which is equal to
1.25%
1.5%
2.0%.
2.5%
(D)
Q.192
For the flow of liquid from an open ended tube (or nozzle) leading to the formation of spray of liquid drops, the number generally applied, is
Froude number
Mach number.
Weber number
Reynold number
(C)
Q.193
in forced vortex the curve formed inside surface of water is
circular
elliptical
parabolic
straight
(C)
Q.194
in a forced vortex maximum velocity is
at the center
at the outer most radius
same throughout
None of these
(B)
Q.195
in a forced vortex the depth of the vacum formed is measured as;
P = (p W^2 r^2 )/2
P = (W^2 r^2 )/2g
P = (p W r^2 )/2
None of these
(B)
Q.196
In forced vortex the pressure is found by :
P = (p W^2 r^2 )/2
P = ( W^2 r^2 )/2g
P = (p Wr^2 )/2
None of these
(A)
Q.197
A cylindrical vessel 40 cm high is revolved about its vertical axis so that the water touches the bottom when it just spills out. If the radius of the cylinder is SQRT5 cm, the angular velocity of rotation, is
2 rad/sec
4 rad/sec
3 rad/sec
5 rad/sec
(A)
Q.198
For exerting a pressure of 4.8 kg/cm2, the depth of oil (specific gravity 0.8), should be
40 cm
60 cm
56 cm
41 cm
(B)
Q.199
From a nozzle exposed to atmosphere, the liquid jet traverses
a straight line
a circular path
an elliptical path
a parabolic path.
(D)
Q.200
In fluids, steady flow occurs when
conditions of flow do not change with time at a point
conditions of flow change steadily with time
conditions of flow remain the same at adjacent point
velocity vector remains constant at a point.
(A)
Q.201
In a centrifugual pump casing, the flow of water leaving the impeller, is
rectilinear flow
forced vertex
free vortex motion
radial flow
(B)
Q.202
For most economical rectangular section of a channel, the depth is kept
one-fourth of the width
two times the hydraulic radius
half the width
Both B and C
(D)
Q.203
Barometres are used to measure
pressure in water channels, pipes etc.
difference in pressure at two points
atmospheric pressure
very low pressure
(C)
Q.204
A weir whose length is equal to the width of river is called:
Super weir
Supressed weir
Cepoletti weir
None of These
(B)
Q.205
When water flows over a rectangular suppressed weir, the negative pressure created beneath the nappe
increases the discharge
decreases the discharge
does not effect the discharge
None of these
(A)
Q.206
In order to avoid capillary correction, the minimum diameter of a manometer used for measuring pressure, should be
4 mm
6 mm
8 mm
2 mm
(B)
Q.207
Due to decrease of diameter of the droplet, inside pressure intensity
increases
decreases
remains unaffected
None of these
(A)
Q.208
The velocity of the fluid particle at the centre of the pipe section, is
minimum
maximum
equal throughout
None of These
(B)
Q.209
Discharge over a cipolette weir is given by:
Q = 2/3 * (Cd a H^5/2) * SQRT(2g)
Q = 2/3 * (Cd a H32) * SQRT(2g)
Q = 8/15 * (Cd a H^5/2) *(tan x/2) * SQRT(2g) + Q = 2/3 * (Cd a H^3/2) * SQRT(2g)
None of These
(C)
Q.210
Discharge over a rectangular weir is given by:
Q = 2/3 * (Cd a H^3/2) * SQRT(2g)
Q = 2/3 * (Cd a H^5/2) * SQRT(2g)
Q =3/2* (Cd a H^5/2) * SQRT(2g)
None of These
(A)
Q.211
Discharge over a triangular weir is given by;
Q =8/15* (Cd a H^5/2) * SQRT(2g)
Q =3/2 * (Cd a H^3/2) * SQRT(2g)
Q = 8/15* (Cd a H^3/2) * SQRT(2g)
None of these
(A)
Q.212
If the forces are due to inertia and gravity, and frictional resistance plays only a minor role, the design of the channels is made by comparing
Reynold number
Weber number
Froude number
Froude number
(C)
Q.213
For critical depth of flow of water in open channels, fc the specific energy must be
minimum
maximum
average of maximum and minimum
None of These
(A)
Q.214
in water hammer case, pressure head is given by, if the valve close is gradual(t>2L/C):
h = VL/gt
h = VC/g
h = V/g
None of these
(A)
Q.215
in water hammer case, pressure head is given by, if the valve close is sudden(t< 2L/C):
h =VC/g
h =V/g
h =VL/gt
None of these
(A)
Q.216
friction factor 'f' =
64/ Re
16/Re
32/Re
18 /Re
(A)
Q.217
Coefficient of friction 'C' and friction factor 'f' are related as:
f = 4C
f =2C
f = C
None of these
(A)
Q.218
If Re is the Renold's number, the coefficient of friction 'C' for laminar flow is
4/Re
12/Re
16/Re
64/Re
(C)
Q.219
The valve closure is said to be sudden if
t>2L/C
t<2L/C
t=2L/C
None of these
(B)
Q.220
The main assumption of Bernoulli's equation is :
The velocity of energy of liquid particle, across any cross-section of a pipe is uniform
No external force except the gravity acts on the liquid
There is no loss of energy of the liquid while flowing
All of these
(D)
Q.221
Hydraulic gradient is equal to difference in water surfaces
head loss due to frictioon over total length
head loss per unit length
Both
None of these
(C)
Q.222
Mach number is the ratio of inertia force to
viscosity
surface tension
gravitational force
elasticity.
(D)
Q.223
Cavitation is caused by
Low pressure
High velocity
High pressure
Low velocity
(A)
Q.224
A steady uniform flow is through
a long pipe at decreasing rate
a long pipe at constant rate
an expanding tube at constant rate
an expanding tube at increasing rate
(B)
Q.225
The height of water level in a tank above the centre of a circular hole 2.5 cm in diameter is 50 m. The velocity of water flowing through the hole, is
31.1 m/sec
31.4 m/sec.
31.3 m/sec
31.2 m/sec
(C)
Q.226
Euler's equation for the motion of liquids assumes that
fluid is homogeneous and incompressible
velocity of flow is non-uniform over the section
fluid is viscous
flow is unsteady along the stream line.
(A)
Q.227
The terminal velocity (v) of a sphere of radius r and specific weight W, which travels vertically downwards in a liquid of viscosity μ and specific weight W, is
(Ws-W) gd^2 /18μ
(Ws-W) gd/μ
(Ws-W) gd /18μ
None of these
(A)
Q.228
Flow in pipes is laminar if Reynold number is
less than 2100
more than 3000
between 2100 and 3000
None of these
(A)
Q.229
Mercury is generally used in barometers because
its vaour pressure is practically zero
the height of the barometer will be less
it is a best liquid
both (a) and (b) above
(D)
Q.230
The velocity distribution of viscous fluid through a circular/pipe is :
hyperbolic
parabolic
elliptical.
circular
(B)
Q.231
Total head of a liquid particle in motion is the sum of
potential head and kinetic head
kinetic head and pressure head
potential head and pressure head
potential head, kinetic head and pressure head.
(D)
Q.232
In pipe lines, a surge tank is provided
to relieve the pressure due to water hammer
to provide additional water head
to overflow the pipe line when suddenly closed
to remove the frictional loss in pipe.
(A)
Q.233
Water displaced by a floating wooden block of density 0.75, 5 m long, 2 m wide and 3 m high, is
17.5 m3
20.0 m3
22.5 m3
25 km3
(C)
Q.234
The continuity equation
expresses the relationship between work and energy
relates the momentum per unit volume between two points on a stream line
relates mass rate of flow along a stream line
requires that Newton's second law of motion be satisfied at every point in fluid.
(C)
Q.235
. If cohesion between the molecules of a fluid is more than adhesion between the fluid and glass, the free level of fluid in a dipped glass tube will be
lower than the surface of liquid
higher than the surface of liquid
same as the surface of liquid
None of these
(A)
Q.236
The discharge through a 100 mm diameter external mouth piece fitted to the side of a large vessel is 0.05948 m3/s. The head over the mouth piece is
2 m
2.5 m
3.0 m
4.0 m.
(D)
Q.237
If jet of water coming out from a nozzle with a velocity 9.81 m/s, the angle of elevation being 30°, the time to reach the highest point is
0.25 s
0.50 s
1.0 s
1.5 s.
(B)
Q.238
If S is the length of the crest, H is the height of water source of a weir whose length is L and discharge is Q m3/sec, the velocity of approach Vd is. including approaching velocity head h.
= Q/ (S*(H+h)
= Q/ (S*(H)
= Q/ (L*(H+h)
None of These
(A)
Q.239
Gauge pressure is
absolute pressure - atmospheric pressure
absolute pressure + atmospheric pressure
-absolute pressure +atmospheric pressure
None of These
(A)
Q.240
Hydraulic ram is a device
for lifting water without an electric motor
for accelerating water flow
for lifting heavy loads
None of These
(A)
Q.241
For the most economical trapezoidal open channel,
half of the top width must be equal to one of the sloping sides
the hydraulic mean depth must be equal to half the depth of flow
the semicircle drawn with top width as diameter must touch the three sides of the channel
All of these
(D)
Q.242
A rectangular channel 6 m wide and 3 m deep and having a bed slope as 1 in 2000 is running full. If Chezy's constant C = 54.8, pick up the correct specification of the channel from the following :
Velocity of flow = 1.5 m/sec
hydraulic mean depth = 1.5 m
Rate of flow = 27 m3/sec
All of these
(D)
Q.243
Chezzy's equation for flow velocity in open channel is given as:
V = C *SQRT(RS)
V = S /SQRT(RC)
V = C/SQRT(RS)
None of these
(A)
Q.244
The ratio of the inertia and gravitational force acting in any flow, ignoring other forces, is called
Euler number
Frode number
Reynold number
Weber number.
(B)
Q.245
The ratio of the percentagge error in the discharge and percentage error in the measurement of head over a triangular notch, is
2/3
3/2
2/5
5/2
(D)
Q.246
Liquids
cannot be compressed
do not occupy definite shape
are not affected by change in pressure and temperature
None of These
(B)
Q.247
When two layers of a fluid separated by dy move over the other with a difference of velocity dv, causes a shearing stress OF t = (μ ) du/dy , where μ is known as
coefficient of viscosity
absolute viscosity
dynamic viscosity
All of these
(D)
Q.248
Reynold number is the ratio of initial force and
viscosity
elasticity
gravitational force
surface tension.
(A)
Q.249
Euler's equation for motion of liquids, is given by
dP/p + gdz + vdv
dP/p -gdz + vdv
dP/p + gdz -vdv
dP/p - gdz - vdv
(A)
Q.250
An ideal flow of a liquid obeys
Continuity equation
dynamic viscosity law,
Newton's second law of motion
Newton's law of viscosity
(A)
Q.251
Maximum efficiency of transmission of power through a pipe, is
25%
33.3%
50%
66.67%
(D)
Q.252
A pipe of 0.1 m2 cross sectional area suddenly enlarges to 0.3 m2 cross-sectional area. If the discharge of the pipe is 0.3 m3 /sec, the head loss is
2/g meters of water
g meters of water
SQRT 2/g meters of water
None of These
(A)
Q.253
In a circular pipe of length L and diameter d, a viscous liquid is flowing with a velocity v. The loss in head, is
flV^2/2gd
flV/2gd
flV^2/gd
None of these
(A)
Q.254
The phenomenon occuring in an open channel when a rapidly flowing stream abruptly changes to a slowly flowing stream causing a distinct rise of liquid surface, is
water hammer
critical discharge
hydraulic jump
None of These
(C)
Q.255
When a body is totally or partially immersed in a fluid, it is buoyed up by a force equal to
weight of the body
weight of the fluid displaced by the body
weight of the body and fluild displaced by the body
difference of weights of the fluid displaced and that of the body
(B)
Q.256
The diameter (d) of a nozzle fixed at the end of a pipe (diameter D, length L) for maximum energy, is
4thRoot(D^2 / 8fL)
CubeRoot(D^2 / 8fL)
SQRoot(D^2 / 8fL)
None of these
(A)
Q.257
A pipe consisting of several pipes of varying diameters and lengths, may be replaced by an equivalent pipe of diameter D of length
L = D^5 * ( l1/d1^5 _l2/d2^5 + ...)
L = D^4* ( l1/d1^5 _l2/d2^5 + ...)
L = D^3* ( l1/d1^5 _l2/d2^5 + ...)
L = D^2* ( l1/d1^5 _l2/d2^5 + ...)
(A)
Q.258
Period of oscillation of a floating body having radius of gyration R and Metacentric height M is ;
t = 2pi * SQRT(R^2 / M*g)
t = 2pi * SQRT(R/ M*g)
t = 2pi * SQRT(M / R)
None of these
(A)
Q.259
The horizontal component of the force on a curved surface is equal to
weight of liquid vertically below the curved surface
force on a vertical projection of the curved surface
product of pressure at its centroid and the area
weight of liquid retained by the curved area.
(B)
Q.260
Highest dam in Pakistan, is
Diamer Bhasha Dam
Tarbela Dam
Warsak Dam
None of These
(A)
Q.261
Differential manometers are used to measure
pressure in water channels, pipes, etc.
difference in pressure at two points
atmospheric pressure
very low pressure.
(B)
Q.262
Pick up the correct statement regarding Borda's mouth piece running full from the following :
Coefficient of contraction is 1
Coefficient of velocity is 1/2
Theoretical velocity at the outlet is SQRT(2gH) & Actual velocity at the out let is SQRT(gH)
All of these
(D)
Q.263
A short tube mouthpiece will not run full at its outlet if the head under which the orifice works, is
more than 12.2 m of the water
less than 12.2 m of the water
equal of 12.2 m of water
None of these
(A)
Q.264
Discharge Q over a rectangular weir of length L and height H, is dependent on
H^3/2
H^5/2
H^1/2
None of These
(A)
Q.265
An independent mass of a fluid does not posses
elevation energy
kinetic energy
pressure energy
None of These
(C)
Q.266
A piezometer opening in pipes measures
velocity head
static pressure
total pressure
negative static pressure.
(B)
Q.267
The side slope of Cipolletti weir is generally kept
1 to 4
1 to 3
1 to 2
1 : 5
(A)
Q.268
Pick up the correct statement from the following :
For tranquil flow v< gh ℎ > ???? ^2 /???? & v
For critical flow ℎ =???? ^2 /???? & v =SQRTgh
For torrential flow ℎ < ???? ^2 /???? & v >SQRTgh
All of these
(D)
Q.269
Froud number formula if V is velocity :
V/SQRT(gh)
VSQRT(gh)
SQRT(gh)/V
None of these
(A)
Q.270
Reynold number formula if V is velocity, D is dia of pipe and v is kinematic viscosity of fluid :
= VD/v
Vv/D
D/Vv
None of these
(A)
Q.271
The shear stress distribution in viscous fluid through a circular pipe is
max at center
min at center of pipe
max at inner surface of pipe
both B and C
(D)
Q.272
The ratio of maximum velocity to average velocity of viscous fluid through a circular pipe is
0.75
1.25
1.25
2.00
(D)
Q.273
Critical depth (h) of a channel, is
=V^2/2g
=V^2/g
=V/2g
None of these
(B)
Q.274
Time of emptying liquid from a hemispherical vessel through an orifice at its bottom, is
14 pi R^5/2 / (15Cd a SQRT2g)
14 pi R^3/2 / (15Cd a SQRT2g)
14 pi R^2/5 / (15Cd a SQRT2g)
None of these
(A)
Q.275
The moment of inertia of a floating body along its longitudinal axis and the volume of water displaced by it are I and V respectively. The height of the metacentre above centre of buoyancy of the body, is
I/2V
IV
I/V
V/I
(C)
Q.276
Unit of kinematic viscosity is
m2/sec
Newton sec/m3
Newton sec/m2
Kg sec/m2.
(A)
Q.277
Most economical section of a circular channel for maximum discharge
depth of water = 0.95 diameter of circular section
wetted perimeter = 2.6 diameter of circular section = 2.83 depth of water
hydraulic mean depth = 0.286 diameter of circular section
All of these
(D)
Q.278
A syphon is used
to connect water reservoirs at different levels intervened by a hill
to supply water to a town from higher level to lower level
to fill up a tank with water at higher level from a lower level
None of These
(A)
Q.279
The time required to close a valve gradually is (where L is the length of pipe and C = velocity of pressure wave)
2L/C
>2L/C
<2L/C
None of These
(B)
Q.280
If the volume of a liquid weighing 3000 kg is 4 cubic metres, 0.75 is its
specific weight
specific mass
specific gravity
All of these
(C)
Q.281
The total pressure force on a plane area is equal to the area multiplied by the intensity of pressure at its centroid, if
area is horizontal
area is vertical
area is inclined
All of these
(D)
Q.282
If the atmospheric pressure on the surface of an oil tank (sp. gr. 0.8) is 0.1 kg/cm2, the pressure at a depth of 2.5 m, is
1 metre of water
3.5 metres of water
3 metres of water
2 metres of water
(C)
Q.283
The maximum vacuum created at the summit of a syphon is
2.7 m of water
7.4 m of water
5.5 m of water
none of these
(B)
Q.284
The property of steam function ψ is :
is constant everwhere on any stream line
the flow around any path in the fluid is zero for continuous flow
the rate of change of ψ with distance in an arbitrary direction, is proportional to the component of velocity normal to that direction
All of these
(D)
Q.285
The thickness of a sharp crested weir is kept less than
one-third of the height of water on the sill
one-half of the height of water on the sill
one-fourth of the height of water on the sill
two-third of the height of water on the sill
(B)
Q.286
A pitot tube is used to measure
pressure
difference in pressure
velocity of flow
All of these
(C)
Q.287
Cantilever retaining walls can safely be used for a height not more than
3 m
4 m
5 m
6 m
(D)
Q.288
The width of the flange of a T-beam should be less than
one-third of the effective span of the T-beam
distance between the centres of T-beam
breadth of the rib plus twelve times the thickness of the slab
least of the above.
(D)
Q.289
An R.C.C. column is treated as long if its slenderness ratio is greater than
30
22
40
50
(B)
Q.290
The minimum number of main steel bars provided in R.C.C.
rectangular columns is 4
circular columns is 6
octagonal columns is 8
All of these
(D)
Q.291
the pH value of water shall be
less than 6
equal to 6
not less than 6
equal to 7
(C)
Q.292
The maximum area of tension reinforcement in beams shall not exceed
4%
1.5%
0.15%
1%
(A)
Q.293
A square column carries a load P at the centroid of one of the quarters of the square. If a is the side of the main square, the combined bending stress will be
p/a^2
2p/a
3p/a^2
None of these
(C)
Q.294
Pick up the correct statement from the following:
The bending stress in a section is zero at its neutral axis and maximum at the outer fibres
The shear stress is zero at the outer fibres and maximum at the neutral axis
The bending stress at the outer fibres, is known as principal stress
All of these
(D)
Q.295
Pcr = (π^2 * E * I) /4(L^2) is the equation of Euler's crippling load, if
both the ends are fixed
both the ends are hinged
one end is fixed and other end is free
one end is fixed and other end is hinged.
(C)
Q.296
A simply supported beam which carries a uniformly distributed load has two equal overhangs. To have maximum B.M. produced in the beam least possible, the ratio of the length of the overhang to the total length of the beam, is
0.207
0.307
0.407
0.508
(A)
Q.297
A rectangular column s carries a load P having eccentricities ex and ev along X and Y axes. The stress at any point (x, y) is
σ = (P / (b * D)) ± (12 * P * ex * y) / (b * D^3) ± (12 * P * ey * x) / (D * b^3)
σ = (P / (b * D)) ± (6 * P * ex) / (b * D^2) ± (6 * P * ey) / (D * b^2)
both
None of these
(A)
Q.298
A bar l meter long and having its area of cross-section A, is subjected to a gradually applied tensile load W. The strain energy stored in the bar is
W^2L/2AE
W^2L/AE
WL/AE
WL/2AE
(A)
Q.299
The forces in the members of simple trusses, may be analysed by
graphical method
method of sections
method of joints
All of these
(D)
Q.300
At yield point of a test piece, the material
obeys Hooke's law
behaves in an elastic manner
regains its original shape on removal of the load
undergoes plastic deformation.
(D)
Q.301
For beams of uniform strength, if depth is constant,
width is directly proportional to Moment
width is inversely proportional to Moment
width is directly proportional to inverse of Moment
None of These
(A)
Q.302
The ratio of lateral strain to axial strain of a homogeneous material, is known
Yield ratio
Hooke's ratio
Poisson's ratio
Plastic ratio.
(C)
Q.303
The yield moment of a cross section is defined as the moment that will just produce the yield stress in
he outer most fibre of the section
the inner most fibre of the section
the neutral fibre of the section
the fibre everywhere
(A)
Q.304
The locus of reaction of a two hinged semi-circular arch, is
straight line
parabola
circle
hyperbola.
(A)
Q.305
A simply supported beam carries a varying load from zero at one end and w at the other end. If the length of the beam is a, the shear force will be zero at a distance x from least loaded point where x is
a/2
a/SQRT3
a*SQRT3
a*SQRT3 /2
(B)
Q.306
The area of the core of a column of cross sectional area A, is
A/2
A/12
A/16
A/18
(C)
Q.307
The ratio of the length and diameter of a simply supported uniform circular beam which experiences maximum bending stress equal to tensile stress due to same load at its mid span, is
1
1/2
1/3
3/2
(B)
Q.308
the equation of moment has degree of 2nd, what is the shape of loading?
Linearly increasing
Uniform throughout
Single load
None of these
(B)
Q.309
By applying the static equations i.e. ΣH = 0, ΣV = 0 and ΣM = 0, to a determinate structure, we may determine
shear forces only
supporting reactions only
bending moments only
All of these
(D)
Q.310
In plastic analysis, the shape factor for a triangular section, is
1.5
1.34
2.34
2.5
(C)
Q.311
If Q is load factor, S is shape factor and F is factor of safety in elastic design, the following:
Q = F - S
Q = S x F
Q= S/F
Q = F/S
(C)
Q.312
. The tangential component of stress on an plane inclined θ° to the direction of the force, may be obtained by multiplying the normal stress by
M/T
T/M
2T/M
2M/T
(D)
Q.313
The ratio of maximum shear stress to average shear stress of a circular beam,
2/3
3/2
3/4
4/3
(D)
Q.314
If E, N, K and 1/m are modulus of elasticity, modulus of rigidity. Bulk modulus and Poisson ratio of the material, the following relationship holds good
E = 3K (1-2/m)
E = 2N (1/m + 1)
3/2K (1-2/m) = N ((1+ 1/m)
All of these
(D)
Q.315
A frame containing j joints and m members, has DOI
= 3m + r - 3j
= 2m + r - j
= m + r - 2j
= 3m +3 r - 3j
(A)
Q.316
A truss containing j joints and m members, will be a simple truss if
m = 2j - 3
j = 2m - 3
m = 3j - 2
j = 3m - 2
(A)
Q.317
A material may fail if
maximum principal stress exceeds the yield stress σy
maximum strain exceeds σy/E
maximum shear stress exceeds σy/2 & max strain energy exceed σy^2 / 2E * VOLUME
All of the above
(D)
Q.318
Pick up the correct statement from the following:
Hoop strain of the walls of a cylinder due to liquid is pd/2tE * (1-1/2m)
Longitudinal strain in the walls of a cylinder due to liquid is pd/2tE * (1/2 - 1/m )
Volumetric change in the cylinder due to liquid is pd/2tE * ( 5/2 - 2/m)
All of these
(D)
Q.319
In plastic analysis, the shape factor for rectangular section, is
1.4
1.5
1.6
1.7
(B)
Q.320
In plastic analysis, the shape factor for a circular section, is
1.5
1.6
1.7
1.75
(C)
Q.321
Principal planes are subjected to
normal stresses only
tangential stresses only
normal stresses as well as tangential stresses
None of These
(A)
Q.322
Total strain energy theory for the failure of a material at elastic limit, is known
Haig's theory
Guest's or Trecas' theory
Rankine's theory
Von Mises's theory.
(A)
Q.323
Stress may be defined as
force per unit length
force per unit volume
force per unit area
All of these
(C)
Q.324
A material which obeys Hook's law, is subjected to direct stress σ0. At its elastic limit, the following statement is true,
Strain is equal to σ/E
Maximum shear stress = σ/2
Strain energy = σ^2 /2E
All of these
(D)
Q.325
The normal component of a force inclined through θ° is obtained by multiplying the force by
cos θ
sin θ cos θ
tan θ
sin2θ
(B)
Q.326
Shear strain energy theory for the failure of a material at elastic limit, is due to
Rankine
Guest or Trecas
Haig
Von Mises.
(D)
Q.327
The shape factor of standard rolled beam section varies from
1.10 to 1.20
1.40 to 1.50
1.20 to 1.30
1.30 to 1.40
(A)
Q.328
The assumption in the theory of bending of beams, is :
material is homogeneous
material is isotropic
Young's modulus is same in tension as well as in compression
All of these
(D)
Q.329
Pick up the correct statement from the following :
The point through which the resultant of the shear stresses, passes is known as shear centre
In the standard rolled channels, the shear centre is on the horizontal line passing through and away from the C.G. beyond web
In equal angles, the shear centre is on the horizontal plane and away from the C.G., outside of the leg projection
In T-sections, the shear centre is at the C.G. of the section
(A)
Q.330
Rankine-Golden formula accounts for direct as well as buckling stress and is applicable to
long columns
short columns
intermediate columns
All of these
(D)
Q.331
During a tensile test on a ductile material
nominal stress at fracture is higher than the ultimate stress
true stress at fracture is higher than the ultimate stress
true stress at fracture is the same as the ultimate stress
None of These
(B)
Q.332
At either end of a plane frame, maximum number of possible bending moments, are
0
1
2
3
(B)
Q.333
Along the neutral axis of a simply supported beam
fibres do not undergo strain
fibres undergo minimum strain
fibres undergo maximum strain
None of these
(A)
Q.334
In a shaft shear stress intensity at a point is not
directly proportional to the distance from the axis
inversely proportional to the distance from the axis
inversely proportional to the polar moment of inertia
directly proportional to the applied torque.
(A)
Q.335
The ratio of the tensile stress developed in the wall of a boiler in the circumferential direction to the tensile stress in the axial direction, is
4
3
2
1
(C)
Q.336
In a three hinged arch, the bending moment will be zero
at left hinge only
at right hinge only
at both right and left hinges
at all the three hinges.
(D)
Q.337
Pick up the correct statement from the following :
The distance of the eccentric axial load from the C.G. beyond which tension develops, is known as kern distance
In visco-elastic material, stress-strain relation is dependent on time
An ansitropic material has different properties is different directions & An orthotropic material has different properties in three mutually perpendicular directions
All of these
(D)
Q.338
A simply supported beam carries two equal concentrated loads W at distances L/3 from either support. The maximum bending moment
WL/3
WL/2
WL/6
WL/4
(A)
Q.339
A joint of a frame is subjected to three tensile force P, Q and R equally inclined to each other. If P is 10 tonnes, the other forces will be
Q - R = zero
R + 10 tonnes and Q = zer
Q + R = 10 tonnes
Q and R each is equal to 10 tonnes.
(D)
Q.340
A member which does not regain its original shape after removed of load producing deformation is said
plastic
elastic
rigid
None of These
(A)
Q.341
A diagram which shows the variations of the axial load for all sections of the span of a beam, is called
shear force diagram
bending moment diagram
thrust diagram
stress diagram
(C)
Q.342
Along the principal plan subjected to maximum principal stress
maximum shear stress acts
minimum shear stress acts
no shear stress acts
None of These
(C)
Q.343
If Z and I are the section modulus and moment of inertia of the section, the shear force F and bending moment M at a section are related by
Derivative of M is F
Derivative of F isM
iNTEGRATION of M is F
Integration of F is M
(A)
Q.344
For a cantilever with a uniformly distributed load W over its entire length L, the maximum bending moment is
(WL^2)/2
(WL^3)/2
(WL)/2
(WL^2)/4
(A)
Q.345
A member is balanced at its end by two inclined members carrying equal forces. For equilibrium the angle between the inclined bars must be
30°
45°
60°
90°
(B)
Q.346
For keeping the stress wholly compressive the load may be applied on a circular column anywhere within a concentric circle of diameter
d/2
d/3
d/4
d/8
(C)
Q.347
Reactions at the supports of a structure can be determined by equating the algebraic sum of
horizontal forces to zero
vertical forces to zero
moment about any point to zero
All of these
(D)
Q.348
The moment diagram for a cantilever whose free end is subjected to a bending moment, will be a
triangle
rectangle
parabola
cubic parabola.
(B)
Q.349
Beams of uniform strength are preferred to those of uniform section because these are economical for
large span
heavy weights
light weights
short spans.
(A)
Q.350
For a stable frame structure, number of members required, is
three times the number of joints minus three
twice the number of joints minus three
twice the number of joints minus two
twice the number of joints minus one
(B)
Q.351
For a stable frame structure, number of members required, is
three times the number of joints minus three
twice the number of joints minus three
twice the number of joints minus two
twice the number of joints minus one
(B)
Q.352
If the width of a simply supported beam carrying an isolated load at its centre is doubled, the deflection of the beam at the centre is changed by
2 times
8 times
4 times
1/2 times
(B)
Q.353
Shear force for a cantilever carrying a uniformly distributed load over its length, is
triangle
rectangle
parabola
cubic parabola.
(A)
Q.354
A long vertical member, subjected to an axial compressive load, is called
a column
a tie
a strut
a stanchion
(A)
Q.355
In a continuous bending moment curve the point where it changes sign, is called
point of inflexion
point of contraflexture
point of virtual hinge
Any of the above
(D)
Q.356
A shaft 9 m long is subjected to a torque 30 t-m at a point 3 m distant from either end. The reactive torque at the nearer end will be
5 tonnes metre
15 tonnes metre
10 tonnes metre
20 tonnes metre
(B)
Q.357
For a beam of uniform strength keeping its depth constant, the width will vary in proportion to
bending moment (M)
SQRT M
M^2
None of these
(A)
Q.358
The ratio of the maximum deflection of a cantilever beam with an isolated load at its free end and with a uniformly distributed load over its entire length, is
3/8
8/3
5/48
384/48
(B)
Q.359
The section modulus of a rectangular section is proportional to
area of the section
square of the area of the section
product of the area and depth
product of the area and width
(A)
Q.360
The property of a material by which it can be drawn to a smaller section, due to tension, is called
plasticity
ductility
elasticity
malleability.
(D)
Q.361
The distance between the centres of adjacent rivets in the same row, is called
pitch
lap
gauge
staggered pitch
(A)
Q.362
Shear deflection of a cantilever of length L, cross sectional area A and shear modulus G, subjected to w/m u.d.l., is
3/4 * (wL^2 /GA)
5/4 * (wL^2 /GA)
3/8* (wL^2 /GA)
None of these
(A)
Q.363
Columns of given length, cross-section and material have different values of buckling loads for different end conditions. The strongest column is one whose
one end is fixed and other end is hinged
both ends are hinged or pin jointed
one end is fixed and the other end entirely free
both the ends are fixed
(D)
Q.364
As the elastic limit reaches, tensile strain
increases more rapidly
decreases more rapidly
increases in proportion to the stress
decreases in proportion to the stress.
(A)
Q.365
The ratio of the flexural strengths of two square beams one placed with its two sides horizontal and the other placed with one diagonal vertical, diagonal, is
SQRT 2
SQRT 3
SQRT 5
2
(A)
Q.366
Simple bending equation is
M/I = E/R = F/y
M/I = R/E= F/y
M/I = E/R = y/F
I/M = E/R = F/y
(A)
Q.367
Every material obeys the Hooke's law within its
elastic limit
plastic point
limit of proportionality
All of these
(C)
Q.368
The maximum compressive stress at the top of a beam is 1600 kg/cm2 and the corresponding tensile stress at its bottom is 400 kg/cm2 . If the depth of the beam is 10 cm, the neutral axis from the top, is
2 cm
4 cm
6 cm
8 cm
(D)
Q.369
The neutral axis of a beam cross-section must
pass through the centroid of the section
be equidistant from the top of bottom films
be an axis of symmetry of the section
None of these
(A)
Q.370
Pick up the correct assumption of the theory of simple bending
The value of the Young's modulus is the same in tension as well as in compression
Transverse section of a beam remains plane before and after bending
The resultant pull or thrust on transverse section of a beam is zero
All of these
(D)
Q.371
The maximum load to which a fillet joint of length L can be subjected to, is
0.7 x S x fillet size x L
2 x S x fillet size x L
permissible shear stress x fillet size x L
None of these
(A)
Q.372
Failure of riveted joints is due to
Tearing of the plates between the rivet hole and the edge of the plate
Tearing of plates between rivets
Shearing of rivets , Crushing of rivets
All of these
(D)
Q.373
The under mentioned type is simple strain
tensile strain
compressive strain
shear strain
All of these
(D)
Q.374
The following assumption is not true in the theory of pure torsion :
The twist along the shaft is uniform
The shaft is of uniform circular section throughout
Cross-section of the shaft, which is plane before twist remains plane after twist
All radii get twisted due to torsion.
(D)
Q.375
A rectangular log of wood is floating in water with a load of 100 N at its centre. The maximum shear force in the wooden log is
50 N at each end
50 N at the centre
100 N at the centre
None of these
(B)
Q.376
Pick up the correct statement from the following :
The rate of change of bending moment is equal to rate of shear force
The rate of change of shear force is equal to rate of loading
neither (a) nor (b)
both (a) and (b
(D)
Q.377
The bending moment is maximum on a section where shearing force
is minimum
is maximum
is equal
changes sign
(D)
Q.378
The intensity of direct longitudinal stress in the cross-section at any point distant r from the neutral axis, is proportional to
r
r^2
r^3
1/r
(A)
Q.379
If two tensile forces mutually perpendicular act on a rectangular parallelopiped bar are equal, the resulting elongation of the pipe, is
(P/E) * (1-m)
(P/E) * (1-2m)
(P/E) * (1+m)
(P/E) * (2-m)
(A)
Q.380
The maximum deflection of
a simply supported beam carrying a uniformly increasing load from either end and having the apex at the mid span is WL^3/60EI
a fixed ended beam carrying a distributed load over the span is WL^3/385EI
a fixed ended beam carrying a concentrated load at the mid span is WL^3/192EI
a cantilever beam subjected to a moment M at the free end is WL^3/3EI
(A)
Q.381
The moment diagram for a cantilever carrying linearly varying load from zero at its free end and to maximum at the fixed end will be a
triangle
parabola
rectangle
cubic parabola.
(D)
Q.382
For a beam, if fundamental equations of statics are not sufficient to determine all the reactive forces at the supports, the structure is said to be
determinate
statically determinate
statically indeterminate
None of These
(C)
Q.383
Maximum deflection of a
Cantilever beam carrying a concentrated load W at its free end is WL^4/8EI
simply supported beam carrying a concentrated load W at mid-span is PL^3/48WI
cantilever beam, carrying a uniformly distributed load over span isWL^4/3EI
simply supported beam carrying a uniformly distributed load over the span is 5PL^3/384
(A)
Q.384
For the same height, the bottom width for no tension,
for triangular section is more than rectangular section
for rectangular section is more than triangular section
for triangular section is same as that of a rectangular section
None of these
(A)
Q.385
The areas of cross-section of a square beam and a circular beam subjected to equal bending moments, are same.
circular beam is more economical
square beam is more economical
both the beams are equally strong
both the beams are equally economical
(B)
Q.386
The moment diagram for a cantilever which is subjected to a uniformly distributed load will be a
triangle
rectangle
parabola
cubic parabola
(C)
Q.387
When two plates butt together and are riveted with two cover plates with two rows of rivets, the joint is known as
lap joint
butt join
single riveted single cover butt joint
double riveted double cover butt joint.
(D)
Q.388
The cross sections of the beams of equal length are a circle and a square whose permissible bending stress are same under same maximum bending. The ratio of their flexural weights is,
1.118
1.228
1.338
1.108
(A)
Q.389
At either end of a plane frame, maximum number of possible transverse shear forces, are
one
two
three
four
(A)
Q.390
Ties are load carrying members of a frame, which are subjected to
transverse loads
axial tension loads
axial compressive loads
torsional loads.
(B)
Q.391
If p is the internal pressure in a thin cylinder of diameter d and thickness t, the developed hoop stress, is
pd/2t
pd/t
pd/4t
pd/8t
(A)
Q.392
A solid circular shaft of diameter d is subjected to a torque T. The maximum shear stress induced in the shaft, is
0
16T/P(pi*d^3)
32T/P(pi*d^3)
None of these
(B)
Q.393
A column is said to be of medium size if its slenderness ratio is between
20 and 32
32 and 120
120 and 160
160 and 180
(B)
Q.394
If S is the shear force at a section of an I-joist, having web depth d and moment of inertia I about its neutral axis, the difference between the maximum and mean shear stresses in the web is,
Sd^2 / 24I
d^2 / 24SI
Sd^2 / 24
None of These
(A)
Q.395
Hooke's law states that stress and strain are
directly proportional
inversely proportional
curvilinearly related
None of These
(A)
Q.396
The phenomenon of slow growth of strain under a steady tensile stress, is called
yielding
creeping
breaking
All of these
(B)
Q.397
The effect of arching a beam, is
to reduce the bending moment throughout
to increase the bending moment throughout
nothing on the bending throughout
All of these
(A)
Q.398
The rise of a parabolic arch at quarter points, is equal to
1/2 times the rise of the crown
3/4 times the rise of the crown
5/4 times ttimes the rise of the crownhe rise of the crown
2/7 times the rise of the crown
(B)
Q.399
The equivalent length of a column fixed at both ends, is
0.5 l
0.7 l
l
2 l
(A)
Q.400
The equivalent length of a column fixed at both ends, is
0.5 l
0.7 l
l
2 l
(A)
Q.401
A cast iron T section beam is subjected to pure bending. For maximum compressive stress to be three times the maximum tensile stress, centre of gravity of the section from flange side is
h/4
h
h/2
2/3 h.
(A)
Q.402
The equivalent length of a column fixed at one end and free at the other end, is
0.7 l
2 l
l
1.5 l.
(B)
Q.403
If the depth of a simply supported beam carrying an isolated load at its centre, is doubled, the deflection of the beam at the centre will be changed by a factor of
1/2
1/8
8
4
(B)
Q.404
The slenderness ratio of a vertical column of square cross- section of 10 cm side and 500 cm long, is
117.2
17.3
173.2
137.2
(C)
Q.405
If all the dimensions of a bar are increased in the proportion n : 1, the proportion with which the maximum stress produced in the prismatic bar by its own weight, will increase in the ratio
1 : n
n : 1
1 : 1/n
1/n: 1
(B)
Q.406
For a beam having fixed ends, the unknown element of the reactions, is
horizontal components at either end
vertical components at either end
horizontal component at one end and vertical component at the other
horizontal and vertical components at both the ends.
(D)
Q.407
The value of Poisson's ratio always remains
greater than one
less than one
equal to one
None of these
(B)
Q.408
If b is the width of a plate joined by diamond riveting of diameter d, the efficiency of the joint is given by
b+d /b
b-d /b
b+d /d
b-d /d
(B)
Q.409
If the length of a cantilever carrying an isolated load at its free end is doubled, the deflection of the free end will increase by
8
1/8
1/3
2
(A)
Q.410
Strain energy of any member may be defined as work done on it
to deform it
to resist elongation
to resist shortening
All of these
(D)
Q.411
If a circular beam of diameter d experiences a longitudinal strain P/E and a lateral strain 2P/mF, the volumetric strain is
P/E - 2P/mF
P/E +2P/mF
P/E - 2P/F
None of these
(A)
Q.412
The stress necessary to initiate yielding, is considerably
more than that necessary to continue it
less than that necessary to continue it
more than that necessary to stop it
less than that necessary to stop it.
(A)
Q.413
The energy stored in a beam of length L subjected to a constant B.M. is
M^2 L/2EI
M^3 L/2EI
M^2 L/EA
M^2 L/2EA
(A)
Q.414
If the rivets in adjacent rows are staggered and outermost row has only one rivet, the arrangement of the rivets, is called
chain riveting
zig-zag riveting
diamond riveting
None of These
(C)
Q.415
A reinforced concrete beam is assumed to be made of
homogeneous material
heterogeneous material
isotropic material
None of These
(B)
Q.416
The radius of gyration of a rectangular section is not proportional to
square root of the moment of inertia
square root of the inverse of the area
square root of the moment of inertia divided by area of the section
None of these
(D)
Q.417
A beam is said to be of uniform strength, if
B.M. is same throughout the beam
deflection is same throughout the beam
bending stress is same throughout the beam
shear stress is same throughout the beam
(C)
Q.418
The shear stress at any section of a shaft is maximum
at the centre of the section
at a distance r/2 from the centre
at the top of the surface
at a distance 3/4 r from the centre
(C)
Q.419
When loads are applied proportionately to a frame structure containing its members in one plane, the structure is called
grid frame
plane frame
space frame
truss frame.
(B)
Q.420
In a beam, the neutral plane
may be its centre
passes through the C.G. of the area of cross-section
does not change during deformation
None of these
(C)
Q.421
The range within which a load can be applied on a rectangular column, to avoid any tensile stress, is
one-half of the base
one-third of the base
ne-fourth of the base
one-fifth of the base
(B)
Q.422
A simply supported beam carrying a uniformly distributed load over its whole span, is propped at the centre of the span so that the beam is held to the level of the end supports. The reaction of the prop will be
half the distributed load
3/8th the distributed load
5/8th the distributed load
distributed load.
(C)
Q.423
A shaft turning 150 r.p.m. is subjected to a torque of 150 kgm. Horse power transmitted by the shaft is
π
10 π
π2
1/π
(B)
Q.424
Influence lines are drawn for structures
of any type
statically determinate
pin-jointed truss
All of these
(A)
Q.425
The deflection of any rectangular beam simply supported, is
directly proportional to its weight
inversely proportional to its width
inversely proportional to the cube of its depth
directly proportional to the cube of its length
(C)
Q.426
The deflection of any rectangular beam simply supported, is
directly proportional to its weight
inversely proportional to its width
inversely proportional to the cube of its depth
directly proportional to the cube of its length
(C)
Q.427
If the width of a simply supported beam carrying an isolated load at its centre is doubled, the deflection of the beam at the centre is changed by
1/2
1/8
2
8
(A)
Q.428
If a shaft is rotating N revolutions per minute with an applied torque T kg-m, the horse power being transmitted by the shaft, is
2nNT/4500
2nNT/750
2nNT/550
2nNT/220
(A)
Q.429
The ratio of the moment of inertia of a circular plate and that of a square plate for equal depth, is
less than one
equal to one
more than one
equal to 3π/16
(D)
Q.430
For a given material Young's modulus is 200 GN/m2 and modulus of rigidity is 80 GN/m2. The value of Poisson's ratio is
0.15
0.20
0.25
0.30
(C)
Q.431
For a simply supported beam with a central load, the bending moment is
least at the center
least at the supports
maximum at the supports
maximum at the center
(D)
Q.432
The maximum twisting moment a shaft can resist, is the product of the permissible shear stress and
polar modulus
polar moment of inertia
moment of inertia
modulus of rigidly.
(A)
Q.433
A rectangular beam 20 cm wide is subjected to a maximum shearing force of 10, 000 kg, the corresponding maximum shearing stress being 30 kg/cm2. The depth of the beam is
15 cm
20 cm
25 cm
30 cm.
(C)
Q.434
A triangular section having base b, height h, is placed with its base horizontal. If the shear stress at a depth y from top is q, the maximum shear stress is
3S/bh
S/bh
3/bhS
S/3bh
(A)
Q.435
The minimum number of rivets for the connection of a gusset plate, is
1
2
3
4
(B)
Q.436
The shape of the bending moment diagram over the length of a beam, carrying a uniformly distributed load is always
linear
parabolic
cubical
circular.
(B)
Q.437
The shape of the bending moment diagram over the length of a beam, carrying a uniformly distributed load is always
linear
parabolic
cubical
circular.
(B)
Q.438
The ratio of the maximum deflections of a beam simply supported at its ends with an isolated central load and that of with a uniformly distributed load over its entire length, is
2
15/24
24/15
13/25
(C)
Q.439
A simply supported beam of span L carries a concentrated load W at its mid-span. The maximum bending moment M is
WL/2
WL/4
WL/8
WL/16
(B)
Q.440
If the shear force along a section of a beam is zero, the bending moment at the section is
zero
maximum
minimum
average of maximum-minimum
(B)
Q.441
If two forces acting at a joint are not along the straight line, then for the equilibrium of the joint
one of the forces must be zero
each force must be zero
forces must be equal and of the same sign
forces must be equal in magnitude but opposite in sign.
(B)
Q.442
A beam of length L is pinned at both ends and is subjected to a concentrated bending couple of moment M at its centre. The maximum bending moment in the beam is
M
M/2
M/3
ML/2
(A)
Q.443
A uniform girder simply supported at its ends is subjected to a uniformly distributed load over its entire length and is propped at the centre so as to neutralise the deflection. The net B.M. at the centre will be
WL/12
WL/24
WL/32
WL/64
(C)
Q.444
Pick up the incorrect statement
A welded joint develops strength of its parent metal
Welded joints provide rigidity
Welded joints have better finish
Welding takes more time than riveting.
(D)
Q.445
The shape of the bending moment diagram over the length of a beam, having no external load, is always
linear
parabolic
cubical
circular.
(A)
Q.446
The deflection due to couple M at the free end of a cantilever length L is
ML^2/2EI
ML^3/2EI
ML^2/3EI
ML^2/2E
(A)
Q.447
A three-hinged arch is said to be :
statically determinate structure
statically indeterminate structure
a bent beam
None of these
(A)
Q.448
A three-hinged arch is said to be :
statically determinate structure
statically indeterminate structure
a bent beam
None of these
(A)
Q.449
The ratio of elongations of a conical bar due to its own weight and that of a prismatic bar of the same length, is
1/2
1/3
1/4
1/5
(B)
Q.450
In a loaded beam, the point of con-traflexture occurs at a section where
bending moment is minimum
bending moment is zero or changes sign
bending moment is maximum
shearing force is maximum
(B)
Q.451
The weakest section of a diamond riveting, is the section which passes through
first row
second row
central raw
one rivet hole of end row.
(A)
Q.452
The ratio of strengths of solid to hollow shafts, both having outside diameter D and hollow having inside diameter D/2, in torsion, is
1/2
1/16
15/16
3/8
(C)
Q.453
As compared to uniaxial tension or compression, the strain energy stored in bending is only
1/4
1/3
1/2
1/6
(B)
Q.454
A rectangular bar of width b and height h is being used as a cantilever. The loading is in a plane parallel to the side b. The section modulus is
bh^3/12
hb^3/12
bh^3/6
bh^2/12
(A)
Q.455
If the thickness of a structural member is small as compared to its length and width, it is classified as
one dimensional
two dimensional
three dimensional
None of these
(B)
Q.456
Effective length of a double lacing is :
C/C distance between rivets
Clear spacing between rivets
0.7* Clear spacing between rivets
Any of the above
(C)
Q.457
the angle of single lacing is kept:
60^
45^
30^
55^
(A)
Q.458
The slenderness ratio of a single lacing bar for compression members should not exceed
120
140
180
200
(B)
Q.459
A web plate is called unstiffened if the ratio of clear depth to thickness is less than
50
60
85
90
(C)
Q.460
Design of a riveted joint is based on the assumption:
Bending stress in rivets is accounted for
Riveted hole is assumed to be completely filled by the rivet
Stress in the plate in not uniform
Friction between plates is taken into account
(B)
Q.461
With usual notations of the letters, the shear stress fs at any point of the cross-section is given by
FQ/It
FI/Qt
Qt/FI
All of these
(A)
Q.462
The net area of round bars to resist the tension, is the area of cross section at
mid-section
root of the thread
difference of (a) and (b)
None of these
(B)
Q.463
On steel structures the dead load is the weight of
steel work
material fastened to steel work
material supported permanently
All of these
(D)
Q.464
In a grillage footing, the maximum shear force occurs at the
edge of grillage beam
edge of base plate
center of grillage beam
center of base plate.
(B)
Q.465
In a built up section carrying a tensile force, the flanges of two channels are turned outward
to have greater lateral rigidity
to simplify the transverse connections
to minimise lacing
All of these
(D)
Q.466
The deflection of beams may be decreased by
increasing the depth of beam
increasing the span
decreasing the depth of beam
increasing the width of beam
(A)
Q.467
The ratio of hydrostatic stress to the volumetric strain within the elastic range, is called
modulus of elasticity
shear modulus of elasticity
bulk modulus of elasticity
tangent modulus of elasticity
(C)
Q.468
Pick up the correct statement from the following:
Loaded columns are supported on column bases
Column bases transmit the column load to the concrete foundation
In column bases, intensity of pressure on concrete block is assumed to be uniform
All of these
(D)
Q.469
The load on a lintel is assumed as uniformly distributed if the height of the masonry above it, is up to a height of
1.25 times the effective span
1.50 times the effective span
2.0 times the effective span
2.5 times the effective span.
(A)
Q.470
The size of a butt weld is specified by the effective throat thickness which in the case of incomplete penetration, is taken as
1/3 of the thickness of thinner part
1/8 of the thickness of thicker part
3/4 of the thickness of thinnerpart
7/8of the thickness of thinner part
(D)
Q.471
In a tension member if one or more than one rivet holes are off the line, the failure of the member depends upon :
pitch
diameter of the rivet holes
gauge
All of these
(D)
Q.472
Water pressure in a 80 cm water main is 10 kg/cm2. The minimum thickness of the metal required for the water main, not to be stressed more than 200 kg/cm2, is
1 cm
1.5 cm
2 cm
2.5 cm
(C)
Q.473
The greatest permissible clear dimension of the web of thickness t in the panel of a plate girder(with intermediate stiffeners) is restricted to
161 t
180 t
200 t
220 t
(A)
Q.474
When a column is subjected to eccentric load having eccentricity ex, with respect to x-axis and eccentricity ey with respect to y-axis the column is subjected to moment in two directions and the equivalent axial load, is
Peq = Paxial + MxA/Zx + My A/Zy
Peq = Paxial + MxA/Zy + My A/Zx
Peq = Paxial -MxA/Zx -My A/Zy
Peq = Paxial - MxA/Zy -My A/Zx
(A)
Q.475
Pick up the correct statement from the following:
The steel beams placed in plain cement concrete, are known as reinforced beams
The filler joists are generally continuous over three-supports only
Continuous fillers are connected to main beams by means of cleat angles
All of these
(D)
Q.476
Design of a riveted joint, is based on the assumption:
Load is uniformly distributed among all the rivets
Shear stress on a rivet is uniformly distributed over its gross area
Bearing stress is uniform between the contact surfaces of the plate and the rivet
All of these
(D)
Q.477
For simply supported beams, the maximum permitted deflection, is
l/325 of the span
l/350 of the span
l/425 of the span
l/450 of the span
(A)
Q.478
The gross section of the web of a beam is defined as
depth of the beam multiplied by its web thickness
width of the flange multiplied by its web thickness
sum of the flange width and depth of the beam multiplied by the web thickness
none of these.
(A)
Q.479
Effective length of a column effectively held in position at both ends and restrained in direction at one end, is
L
0.67 L
0.85 L
1.5 L
(C)
Q.480
The stiff portion of a bearing stiffener is taken equal to
depth of the beam
3/2 depth of the beam
5/4 depth of the beam
3/4depth of the beam.
(D)
Q.481
Stiffeners are used in a plate girder
to reduce the compressive stress
to avoid buckling of web plate.
to reduce the shear stress
to take the bearing stress
(B)
Q.482
When the depth of a plate girder is at least n times the depth of vertical leg of the flange angles, the girder is known as deep plate girder, if n is
2
4
6
8
(D)
Q.483
If d is the distance between the flange angles,
vertical stiffeners are provided in steel plate girders if the web is less than d/85
vertical stiffeners are provided in high tensile steel plate girders if the web is less than d/175
horizontal stiffeners are provided in high tensile girder steel plate if the web is less than d/180
All of these
(D)
Q.484
Maximum permissible slenderness ratio of a member normally acting as a tie in a roof truss, is
200
250
300
350
(D)
Q.485
The greatest gauge of long rivets should not exceed (where d is the diameter of the holes).
2 d
4 d
6 d
8 d
(D)
Q.486
When plates are exposed to weather, tacking rivets are provided at a pitch in line not exceeding (where t is the thickness of the outside plate).
12t or 150mm
14t or 150mm
16t or 150mm
18t or 150mm
(C)
Q.487
If d is the distance between the flange angles of a plate girder, vertical stiffeners are provided at a distance not greater than
2d
2.67d
3d
3.67d
(B)
Q.488
The equivalent axial load may be defined as the load which produces a stress equal to
maximum stress produced by the eccentric load
maximum stressed fiber
bending stress
None of These
(A)
Q.489
Outstanding length of a compression member consisting of a channel, is measured as
half of the nominal width
nominal width of the section
from the edge to the first row of rivets
None of These
(B)
Q.490
The main type of butt joints, is a double cover
shear riveted joint
chain riveted joint
zig-zag riveted joint
All of these
(D)
Q.491
Cold driven rivets range from
6 to 10 mm in diameter
10 to 16 mm in diameter
12 to 22 mm in diameter
22 to 32 mm in diameter
(C)
Q.492
Factor of safety is the ratio of
yield stress to working stress
tensile stress to working stress
compressive stress to working stress
bearing stress to working stress
(A)
Q.493
Rolled steel angle sections are classified as
equal angles
bulb angles
unequal angles
All of these
(D)
Q.494
Assuming the values of maximum deviation ΔP and ΔE to be 25% of the computed value of P and E respectively, the minimum value of the factor of safety is
1.00
0.67
1.67
2.67
(C)
Q.495
A fillet weld whose axis is parallel to the direction of the applied load, is known as
diagonal filler weld
end fillet weld
side fillet weld
All of these
(C)
Q.496
Effective sectional area of a compression member is :
gross sectional area - area of rivet hole
gross sectional area + area of rivet hole
gross sectional ares x area of rivet hole
gross sectional area + area of rivet hole.
(A)
Q.497
Bulb angles are used in
bridge building
column building
ship building
water tank building.
(C)
Q.498
Allowable working stress corresponding to the slenderness ratio of double angles placed back to back and connected to one side of a gusset plate, is reduced to
50%
60%
70%
80%
(D)
Q.499
The connection of one beam to another beam by means of an angle at the bottom and an angle at the top, is known as
unstiffened seated connection
stiffened seated connection
seated connection
None of these
(C)
Q.500
To the calculated area of cover plates of a built-up beam, an allowance for rivet holes to be added, is
10%
13%
15%
18%
(B)
Q.501
The central deflection of a simply supported steel beam of length L with a concentrated load W at the centre, is
δ_max = (W × L³) / (48 × E × I)
δ_max = (5 × w × L⁴) / (384 × E × I)
δ_max = (w × L⁴) / (8 × E × I)
δ_max = (W × L³) / (3 × E × I)
(A)
Q.502
if t is thickness of the plate in cm, the nominal diameter of the rivet, is
d=6 SQRT t
d= SQRT6 t
d=2 SQRT t
None of These
(A)
Q.503
The effective length of a double angle strut with angles placed back to back and connected to both the sides of a gusset plate, by not less than two rivets, is
L
0.85 L
0.67 L
0.5 L
(B)
Q.504
Effective length of a column effectively held in position and restrained in direction at one end but neither held in position nor restrained in direction at the other end, is
0.67 L
0.85 L
1.5 L
2 L
(D)
Q.505
Tacking rivets in compression plates not exposed to the weather, have a pitch not exceeding 300 mm or
16 times the thickness of outside plate
24 times the thickness of outside plate
32 times the thickness of outside plate
36 times the thickness of outside plate.
(B)
Q.506
If M is the moment due to a couple in a bearing plate whose width is b and allowable bending stress is P, the thickness (t) of the bending plate of the column splice, is
SQRT(6M/bP)
SQRT(6P/bM)
SQRT(6M) /bP
SQRT(6MbP)
(A)
Q.507
The permissible stress to which a structural member can be subjected to, is known as
working stress
compressive stress
tensile stress
All of these
(A)
Q.508
When the upper column does not provide full bearing area over lower column, the column splice is provided with the following assumption
bearing plate is assumed as a short beam to transmit the axial load to the lower column section
axial load is assumed to be taken by flanges
load transmitted from the flanges of upper column and reactions from the flanges of lower columns are equal and form a couple
All of these
(D)
Q.509
To keep the intensity of bearing pressure between the column base and concrete, compressive throughout the length of the column base, the ratio of the moment M to axial load P should be
< l/3
> l/3
< l/6
> l/3
(C)
Q.510
A riveted joint many experience
splitting failure of plates at the edges
tearing failure of plates
bearing failure of plates
All of these
(D)
Q.511
Effective length of a column effectively held in position and restrained in direction at both ends, is
L
0.67 L
0.85 L
1.5 L
(B)
Q.512
Lug angle is
used with single angle member
used with channel member
not used with double angle member
All of these
(D)
Q.513
The safe working pressure for a spherical vessel 1.5 m diameter and having 1.5 cm thick wall not to exceed tensile stress 50kg/cm2 , is
16 kg/cm2
18 kg/cm2
20 kg/cm2
22 kg/cm2
(C)
Q.514
The maximum permissible slenderness ratio of compression member carrying dead and superimposed load, is
180
200
250
300
(B)
Q.515
An imaginary line along which rivets are placed, is known as
scrieve line
back line
gauge line
All of these
(D)
Q.516
When the length of a tension member is too long
a bar is used
a rod is used
a wire rope is used
a single angle is used
(A)
Q.517
In double lacing, the thickness t of flat lacing is
t < 1/40 th length between inner end rivets
t < 1/50 th length between inner end rivets
t < 1/60 th length between inner end rivets
t < 1/70 th length between inner end rivets
(B)
Q.518
A riveted joint may experience
shear failure
shear failure of plates
bearing failure
All of these
(D)
Q.519
Perforated cover plates are particularly suitable for built up sections consisting of
channels placed toe to toe
channels placed back to back
four angle box section
all the above.
(C)
Q.520
The maximum tensile and compressive bending stress in extreme fibres of rolled I-sections and channels on the effective section, is
1500 kg/cm2
1420 kg/cm2
1650 kg/cm2
2285 kg/cm2
(C)
Q.521
The ratio of the span L of the filler joists to the depth d from the under side of the joist to the top of the structural concrete, should not exceed
60
35
45
25
(B)
Q.522
The depth of the plate girder is, when M is the moment acting in KNm.
100*(M^(1/3))
110*(M^(1/3))
120*(M^(1/3))
None of These
(B)
Q.523
The self weight of a plate girder is, if M is the total moment acting on it in KNm.
0..013*(M^0.67)
0..13*(M^0.67)
1.3*(M^0.67)
None of These
(A)
Q.524
A column splice is used to increase
length of the column
strength of the column
cross-sectional area of the column
None of these
(A)
Q.525
If d is the distance between the flange angles, the vertical stiffeners in plate girders without horizontal stiffeners, are spaced at a distance not less than
0.15 d
0.22 d
0.33 d
0.44 d
(C)
Q.526
When a tension member consists of two channel sections, the allowance for rivet hole is made for two holes from
each web or one hole from each flange whichever is more
each flange
both webs
each web or one hole from each flange whichever is less.
(D)
Q.527
Number of rivets required in a joint, is
Load / Shear strength of a rivet
Load / Bearing strength of a rivet
Load / rivet value
All of these
(C)
Q.528
Diameter of a rivet hole is made larger than the diameter of the rivet by
1.0 mm for rivet diameter upto 12 mm
1.5 mm for rivet diameter exceeding 25 mm
2.0 mm for rivet diameter over 25 mm
None of these
(C)
Q.529
Rolled steel beams are designated by Indian Standard series and its
weight per metre and depth of its section
depth of section and weight per metre
width of flange and weight per metre
weight per metre and flange width.
(B)
Q.530
The effective length L of a simply supported beam with ends restrained against torsion, and also the ends of compression flange partially restrained against lateral bending, is given by
L = span
L = 0.85 span
L = 0.75 span
L = 0.7 span
(B)
Q.531
The cross-section of a standard fillet is a triangle whose base angles are
45° and 45°
30° and 60°
40° and 50°
20° and 70°
(A)
Q.532
For a rectangular section, the ratio of the maximum and average shear stresses, is
1.5
2.0
2.5
3.0
(A)
Q.533
If d is the distance between the flange angles, the vertical stiffeners in plate girders are spaced not greater than
d
1.25 d
1.5 d
1.75 d
(B)
Q.534
The maximum permissible slenderness ratio of a member carrying loads resulting from wind, is
180
200
250
300
(C)
Q.535
Pick up the correct statement from the following:
Dead load includes self-weight of the structure and super-imposed loads permanently attached to the structure
Dead loads change their positions and vary in magnitude
Dead loads are known in the beginning of the design
None of these
(A)
Q.536
The minimum edge distance of a rivet line connecting two or more plates, is kept equal to 37 mm plus (where t is the thickness in mm of the thinner outside plate).
2 t
4 t
6 t
8 t
(B)
Q.537
When a tension member is made of four angles with a plate as a web, the allowance for holes is made as
two holes for each angle and one hole for the web
one hole for each angle and one hole for the web
one hole for each angle and two holes for the web
two holes for each angle and two holes for the web
(C)
Q.538
The allowable stress in axial tension for rolled I-sections and channels, is taken as
1420 kg/cm2
1810 kg/cm2
1500 kg/cm2
2125 kg/cm2
(C)
Q.539
Pick up the incorrect statement from the following:
The nominal diameter of a rivet is its diameter before driving
The gross diameter of a rivet is the diameter of rivet hole
The diameter of a rivet hole is equal to the nominal diameter of the rivet plus 1.5 mm
None of These
(D)
Q.540
If the depth of two column sections are equal, then the column splice is provided
with bearing plates
with filler and hearing plates
with filler plates
None of These
(A)
Q.541
Live load
varies in position
varies in magnitude
is expressed as uniformly distributed load
All of these
(D)
Q.542
A structural member subjected to compressive stress in a direction parallel to its longitudinal axis, is generally known as
column
post
stanchion
All of these
(D)
Q.543
The slenderness ratio of a column supported throughout the length with a wall is:
Kl/r
Maximum
Minimum
Zero
(D)
Q.544
Diameter of a bolt hole is usually taken as :
d + 1
d
d + 1.5
d + 2
(C)
Q.545
The circular column section is not generally used for actual purposes because :
connection with beams are difficult
less economical
can buckle easily
Any of these
(A)
Q.546
The forces acting on the web splices of a plate girder are :
Shear and bending
Shear anad Axial
Shear only
Bending only
(A)
Q.547
The moment curvature relation at a plastic hinge is
Increasing moment for all curvatures
decreasing moment for all curvatures
constant moment for all curvatures
constant moment for positive curvatures only
(C)
Q.548
The distance between center of gravity of compression and center of gravity of tension flanges of a plate girder is:
Efffective depth
Total depth
Nominal depth
Any of these
(A)
Q.549
Web crippling generally occurs at the point where:
Maximum bending occurs
concentrated load occurs
Maximum shear occurs
Any of these
(B)
Q.550
A fillet weld may be termed as
concave weld
mitre weld
convex weld
all the above
(D)
Q.551
In plastic analysis, the shape factor for circular sections, is
1.5
1.6
1.697
1.8
(C)
Q.552
If the pitch is 6 cm and rivet value is 4 tonnes, the number of rivets required for a riveted connection carrying an eccentric load of 15 tonnes at a distance of 30 cm from the centre line, is
6
12
10
8
(D)
Q.553
The method of design of steel framework for greatest rigidity and economy in weight, is known as
simply design
fully rigid design
semi-rigid design
All of these
(B)
Q.554
The ratio of shearing stress to shearing strain within elastic limit, is known as
tangent modulus of elasticity
modulus of elasticity
shear modulus of elasticity
bulk modulus of elasticity
(C)
Q.555
The effective length of a compression member of length L held in position and restrained in direction at one end and effectively restrained in direction but not held in position at the other end, is
L
1.5 L
0.85 L
0.7 L
(D)
Q.556
In rolled steel beams, shear force is mostly resisted by:
Web
Flange
Whole section
None of These
(A)
Q.557
__are inclined structural members that support stair treads and transfer the loads from the steps to the floor or beams below
Joist
stringers
Spandrel
Girder
(B)
Q.558
a horizontal beam placed along the outer edge of a floor slab is called:
Joist
Simple Beam
Spandrel beam
Girder
(C)
Q.559
In grillage foundation maximum shear force occurs at:
Centre of foundation
Outer edge of Columns
Outer edge of foundation
Any of these
(B)
Q.560
Loaded steel columns are supported on:
Concrete base
Base plates
Steel bars
none of these
(B)
Q.561
If the depth of the section of an upper column is smaller than the lower column __ are provided.
Fillet plates
Bearing plates
Splices
All of these
(D)
Q.562
A column splice is use to __ length
increase
decrease
not change
None of These
(A)
Q.563
For eccentrically loaded coumns the bending factor is cros-sectional area to :
Moment of inertia
Section Modulus
Modulus of Elasticity
All of these
(B)
Q.564
The equivalent axial load may be define as the load which produces stress equal to Max stress produced by the ;
external load
external shear load
eccentricity
buckling
(C)
Q.565
The built up section using four angle section use __
perforated plates
lacings
welds
rivets
(A)
Q.566
The lacing bar resists transverse shear, that is equal to ;
2% of Axial load
2.5 % of Axial load
3% of Axial load
3.5% of Axial load
(A)
Q.567
For columns maximum value of slenderness ratio is :
120
180
200
220
(C)
Q.568
The most economical section of a column is :
W section
Tube Section
Channel section
Angled section
(B)
Q.569
The slenderness ratio of a column is maximum when :
the length is maximum
when the radius of gyration is minimum
Both A and B
None of these
(C)
Q.570
Slenderness ratio of a compression member is ratio of __ to least radius of gyration.
Effective length
Braced length
Unbraced Length
Both A and C
(A)
Q.571
Effective sectional area of a compression member is :
Gross area
Net area
Both
None of These
(A)
Q.572
F.O.S is the ratio of :
working stress to yield stress
yield stress to working stress
ultimate stress to working stress
Any of the above
(B)
Q.573
If steel member exposed to weather the minimum web thickness is taken as:
8mm
6mm
5mm
4mm
(B)
Q.574
Net Area to gross area ratio in steel in tension is:
depends on size of bolts
depends on number of bolts
depends on the size of hole
All of these
(D)
Q.575
Limit state design factor (steel/concrete) for dead loads:
1
1.2
1.5
2
(C)
Q.576
Thickness of slab __ with steel grade increasing.
increases
decreases
remains unchanged
varies with time
(A)
Q.577
Ultimate tensile strength of A36 grade steel is:
58- 80 KPi
36-40 KPi
36 44 Kpi-
Any of the above
(A)
Q.578
Minimum yield strength of A36 steel is:
36 Psi
36 Kpi
36 MPa
All of these
(B)
Q.579
Span to depth ratio of A36 steel
7 to 20
7 to 15
7 to 12
5 to 12
(C)
Q.580
with percentage increase of carbon in steel, its strength :
increases
decreases
remains same
may change
(A)
Q.581
Pick up the correct statement from the following:
CPM analysis is activity oriented
PERT analysis is event oriented
CPM does not make any allowance for the uncertainties in the duration of time
All of these
(D)
Q.582
Modular co-ordination of construction means proper
planning
designing
execution
All of these
(D)
Q.583
The Overall in-charge of an organisation at the site responsible for the execution of the works, is
Executive Engineer
Engineer
Junior Engineer
Sub overseer
(B)
Q.584
If TL is the latest allowable event occurrence time, total activity slack(s), is equal to
LST-EST
LFT-EFT
TL-EFT
All of these
(D)
Q.585
Railway projects are treated as
light construction
heavy construction
industrial construction
None of these
(B)
Q.586
For the execution of a project, a contractor is
a person
a firm
an agency
All of these
(D)
Q.587
For the supply of materials for concrete, form work reinforcing and placing of concrete, removal of form work and curing of concrete, number of bar(s) required on bar chart, is
1
2
4
5
(A)
Q.588
Pick up the correct statement from the following:
Earliest expected time is denoted by TE
Latest occurrence time is denoted by TL
Contractual obligation time is denoted by Ts
All of these
(D)
Q.589
If t is the duration of an activity, t1 is the latest finish possible moment of its preceding activity and t2 is the earliest start possible moment, the independent float of the activity is
(t1 - t2) - t
t - (t1 - t2)
(t1 + t2) - t
t + (t1 - t2)
(A)
Q.590
Pre-tender stage requires
acquisition of land
selection of site
formalisation of alignment of work & designs and preparation of estimate
All of these
(D)
Q.591
Pick up the correct statement from the following:
The difference of latest occurence time and earliest expected time, is called slack
The activities connecting the events having zero slack, lie on the critical path
The critical path consumes the maximum time
All of these
(D)
Q.592
The main disadvantage of line organisation, is
rigid structure
extraordinary delay in communications
top level executions over work
All of these
(D)
Q.593
The critical activity has
maximum float
minimum float
zero float
none of these
(C)
Q.594
Pick up the correct statement from the following:
Optimistic time estimate refers to activities
Pessimistic time estimate refers to activities
Most likely time estimate refers to activities
All of these
(D)
Q.595
Residential buildings are treated as
light construction
heavy construction
industrial construction
private construction.
(A)
Q.596
PERT is
an analytic in concept
limited of event oriented diagrams
used for research and development projects
All of these
(D)
Q.597
The first stage of a construction, is
preparation of estimate
survey of the site
initiation of proposal
preparation of tender
(C)
Q.598
The difference between total float and free float, is called:
free float
total float
independent float
interfering float
(D)
Q.599
Pick up the correct statement from the following:
The duration between the earliest start time of the preceding event and latest finish time of the succeeding event, is called 'float'
The duration of time by which an activity can be delayed without affecting the succeeding activity, is called free float
The float which affects neither the processor nor the successor activities, is called independent float
All of these
(D)
Q.600
The final selection of a construction site, is done by
departmental representative or user
local civil authority representative
representative of engineer authority
All of these
(D)
Q.601
A goiden rule for the procurement of construction stones, suggests
100% at the site
67% at the site and 33% under procurement
50% at the site and 50% under procurement
33% at the site and 67% under procurement
(B)
Q.602
In CPM analysis,
emphasis is given to activities
uncertainties are not allowed
activities are represented by arrows
All of these
(D)
Q.603
For completion of a project, the critical path of the network represents
maximum cost
maximum time
minimum cost.
minimum time
(C)
Q.604
PERT analysis is based on
optimistic time
pessimistic time
most likely time
All of these
(D)
Q.605
The main advantage of line organisation, is :
effective command and control
defined responsibilities at all levels
rigid discipline in the organisation
All of these
(D)
Q.606
Pick up the correct statement from the following with regards to C.P.M. network analysis of projects
Earliest occurrence time of the event from which the activity arrow' originates, is called earliest start time of the activity
Earliest occurrence time of the event from which the activity arrow originates plus the duration of the activity, is called earliest finish time of the activity
The latest occurrence time of the node of which the activity arrow terminates minus the duration of the activity, is called latest start time
All of these
(D)
Q.607
While scheduling a project by C.P.M.
a project is divided into various activities
required time for each activity is established
sequence of various activities is made according to their importance
All of these
(D)
Q.608
Pick up the incorrect statement from the following:
The difference between the earliest start time and latest finish time of any activity, is the maximum time available for the activity
The difference between the maximum time available for the job and actual time it consumes, is called total float
The difference between the earliest finish time of an activity and the earliest start time of its successor activity, is called free float of the activity
None of These
(D)
Q.609
An event is indicated on the network by a number enclosed in
a circle
a square
a triangle
All of these
(D)
Q.610
Power stations are generally treated as
light construction
heavy construction
industrial construction
electrical construction.
(C)
Q.611
Frequency distribution curves
having a single lump, are called uninodal curves
if symmetrical, are called normal curves
if not symmetrical, are called skew curves
All of these
(D)
Q.612
Pick up the incorrect statement from the following:
The various functions under each activity, are shown by one bar on Bar Charts
Bar chart establishes the interdependency of one event on another
Only approximate percentage of the completed work is reported
None of these
(B)
Q.613
Which one of the following represents an event ?
fixing of door
selecting sites
plastering of walls
concrete cured
(D)
Q.614
Pick up the correct statement from the following:
Forward pass is used for calculating earliest expected time
Backward pass is used for calculating the latest occurence time
Maximum value of earliest expected time is used if there are more than one value of any event
All of these
(D)
Q.615
Pick up the correct statement from the following:
Programme Evaluation and Review Technique, is event oriented
Programme Evaluation and Review Technique is not event oriented
Critical Path Method is event oriented
Critical Path method is event oriented.
(A)
Q.616
While filling the tender for any work, the contractor considers
site survey
availability of construction materials
availability of labour
All of these
(D)
Q.617
The line of sight is kept as high above ground surface as possible to minimzse the error in the observed angles due to
vertical refraction
shimmering
horizontal refraction
both shimmering and horizontal refraction.
(D)
Q.618
Contour lines of different elevations can unite to form one line, only in the case of
a vertical cliff
a hill top.
a saddle
a water shed line
(A)
Q.619
A well conditioned triangle has no angle less than
20°
30°
45°
60°.
(B)
Q.620
Mistakes which may produce a very serious effect upon the final results arise due to
in attention
in experience
carelessness
All of these
(D)
Q.621
The chord of a curve less than peg interval, is known as
small chord
normal chord
sub-chord
short chord.
(C)
Q.622
If the whole circle bearing of a line is 180°, its reduced bearing is
S 0° E
S 0° W
S
N.
(C)
Q.623
If the plane table is not horizontal in a direction at right angles to the alidade, the line of sight is parallel to the fiducial edge only for
horizontal sights
inclined sights upward
inclined sight downward
None of These
(A)
Q.624
You have to observe an included angle with better accuracy than what is achievable by a vernier, you will prefer the method of
repetition
reiteration
double observations
exactness.
(A)
Q.625
The method of reversal
is usually directed to examine whether a certain part is truly parallel or perpendicular to another
makes the erroneous relationship between parts evident
both (a) and (b)
neither (a) nor (b).
(C)
Q.626
The line of collimation method of reduction of levels, does not provide a check on
The line of collimation method of reduction of levels, does not provide a check on
fore sights
back sights
reduced levels.
(A)
Q.627
Rankine's deflection angle in minutes is obtained by multiplying the length of the chord by
degree of the curve
square of the degree of the curve
inverse of the degree of the curve
None of these
(A)
Q.628
Perpendicular offset from a tangent to the junction of a transition curve and circular curve is equal to
shift
twice the shift
thrice the shift
four times the shift.
(D)
Q.629
If a linear traverse follows a sharp curve round a large lake where it is difficult to have long legs, the accuracy of the traverse may be improved by
taking short legs
making repeated observations of angular and linear measurements
making a subsidiary traverse to determine the length of a long leg
All of these
(C)
Q.630
Designation of a curve is made by :
angle subtended by a chord of any length
angle subtended by an arc of specified length
radius of the curve
curvature of the curve.
(C)
Q.631
During secular variation of magnetic meridian at different places
range of oscillations is constant
period of oscillation is constant
range and period of oscillation both vary
period of oscillation only varies.
(C)
Q.632
To avoid large centering error with very short legs, observations are generally made
to chain pins
by using optical system for centering the theodolite
to a target fixed on theodolite tripod on which theodolite may be fitted easily
All of these
(D)
Q.633
The ratio of the length of long chord and the tangent length of a circular curve of radius R deflecting through angle Δ, is
sin Δ/2
cos Δ/2
tanΔ/2
2 cos . Δ/2
(D)
Q.634
11. The operation of resection involves the following steps rough orientation of the plane table the three lines form a triangle of error drawing lines back through the three control points select a point in the triangle of error such that each ray is equally rotated either clockwise or anti clockwise the points obtained by three rays is the correct location. The correct sequence is
1, 3, 2, 4, 5
1, 4, 3, 2, 5
1, 2, 3, 4, 5
1, 4, 2, 3, 5
(A)
Q.635
For indirect ranging, number of ranging rods required, is
1
2
3
4
(D)
Q.636
Profile levelling is usually done for determining
contours of an area
capacity of a reservoir
elevations along a straight line
boundaries of property
(C)
Q.637
The chaining on sloping ground is
easier along the falling gradient
easier along the up gradient
equally convenient along falling as well as up gradient
All of these
(A)
Q.638
The chaining on sloping ground is
easier along the falling gradient
easier along the up gradient
equally convenient along falling as well as up gradient
All of these
(A)
Q.639
Pick up the correct statement from the following
1 second of arc corresponds to a displacement ratio of 1:206, 300
1 degree of arc corresponds to a displacement ratio of 1:57
the angular errors tend to propagate themselves along a traverse as the square root of the number of stations
All of these
(D)
Q.640
Which one of the following statements is correct ?
when the axes of rotation of the graduated circle and the verniers are not coincident, the instrument possesses eccentricity
the mean of the readings of the two verniers gives correct reading free from the eccentr
one vernier may be used if the readings of two verniers differ by a constant
All of these
(D)
Q.641
Bergchrund is a topograhical feature in
plains
water bodies
hills
glaciated region
(D)
Q.642
The ratio of the distances at which a stated length can be distinguished by the telescope and the human eye, respectively, is called
brightness of telescope
magnification of telescope
resolving power of telescope
None of These
(C)
Q.643
Whole circle bearing of a line is preferred to a quadrantal bearing merely because
bearing is not completely specified by an angle
bearing is completely specified by an angle
Sign of the correction of magnetic declination is different in different quadrants
its trigonometrical values may be extracted from ordinary tables easily.
(B)
Q.644
In a theodolite
the telescope axis is perpendicular to transit axis
the axis of rotation is perpendicular to transit axis
the telescope axis, the transit axis and the rotation axis pass through the centre of theodolite
All of these
(D)
Q.645
Surveys which are carried out to provide a national grid of control for preparation of accurate maps of large areas, are known
plane surveys
geodetic surveys
geographical surveys
topographical surveys.
(B)
Q.646
Pick up the correct statement from the following :
mistakes arise from inattention, inexperience or carelessness
systematic errors persist and have regular effects in the survey performances
accidental errors occur inspite of every precaution is taken
All of these
(D)
Q.647
Ranging is an operation of
reconnaissance
judging the distance
determination of slope
establishing intermediate points between terminals.
(D)
Q.648
In setting up a plane table at any station
levelling is done first
centering is done first
both levelling and centering are done simultaneously
orientation is done first.
(C)
Q.649
Pick up the correct statement from the following :
an observation or the resulting reading with the level on a levelling staff is called sight
a back sight is the first sight taken after setting up the instrument in any position
the first sight on each change point is a fore sight
All of these
(D)
Q.650
If the long chord and tangent length of a circular curve of radius R are equal the angle of deflection, is
6 0°
90°
120°
150°.
(C)
Q.651
Horizontal distances obtained tacheometerically are corrected for
slope correction
temperature correction
refraction and curvature correction
All of these
(C)
Q.652
The staff intercept will be
greater farther off the staff is held
smaller, farther off the staff is held
smaller, nearer the staff is held
same, wherever the staff is held.
(B)
Q.653
The instrument which is used in plane tabling for obtaining horizontal and vertical distances directly without resorting to chaining, is known as
Plane alidade
telescopic alidade
clinometer
tacheometer.
(B)
Q.654
In tangential tacheometry, an ordinary level staff is used
leaning towards the instrument for inclined sights upward
leaning away from the instrument for inclined sights downwards
vertical in all cases
None of These
(C)
Q.655
The rise and fall method of reduction of levels, provides a check on
back sights
fore sights
intermediate sights
all of these.
(D)
Q.656
Pick up the correct statement from the following :
it is difficult to eliminate an error completely at first trial
instability of the instrument makes it almost impossible to adjust it satisfactorily
adjustment screws must be left bearing firmly but should never be forced
All of these
(D)
Q.657
A dumpy level was set up at mid-point between pegs A and B, 80 m apart and the staff readings were 1.32 and 1.56. When the level was set up at a point 10 m from A on BA produced, the staff readings obtained at A and B were 1.11 and 1.39. The correct staff reading from this set up at S should be
1.435
1.345
1.425
None of these
(B)
Q.658
The imaginary line passing through the intersection of cross hairs and the optical centre of the objective, is known as
line of sight
line of collimation
axis of the telescope
none of these.
(B)
Q.659
Pick up the correct statement from the following :
spherical aberration may be reduced by diminishing the aperture
spherical aberration may be minimised by replacing the single lens by a combination of the lenses
in telescope objectives, a combination of convex lens and concave lens is used.
All of these
(D)
Q.660
An angles of 45° with a chain line may be set out with
optical square
open cross staff
French cross staff
prismatic square.
(C)
Q.661
An imaginary line lying throughout on the surface of the earth and preserving a constant inclination to the horizontal, is called
contour gradient
contour line
level line
line of gentle scope.
(A)
Q.662
The magnetic bearing of a line is 32° and the magnetic declination is 10° 15' W. The true bearing is
21° 45'
42° 15'
42° 15' W
21° 45' W
(A)
Q.663
If the length of a transition curve to be introduced between a straight and a circular curve of radius 500 m is 90 m, the maximum perpendicular offset for the transition curve, is
0.70 m
1.70 m
2.70 m
3.70 m
(C)
Q.664
Pick up the correct statement from the following :
the framework which consists of a series of connected lines, the lengths and directions of which are found from measurements, is called a traverse
the system of a series of lines which forms a circuit which ends at the starting point, is called a closed traverse
the traverse that starts from a point already fixed in some survey system and ends on another such point, is called a controlled traverse
All of these
(D)
Q.665
In a precision traverse, included angles are measured by setting the vernier
to read zero exactly on back station
to read 5° exactly on back station
some where near zero and reading both verniers on back station
All of these
(D)
Q.666
The distances AC and BC are measured from two fixed points A and B whose distance AB is known. The point C is plotted by intersection. This method is generally adopted in
traverse method of surveys
chain surveying
triangulation
None of These
(A)
Q.667
Pick up the correct statement from the following :
The horizontal angle between magnetic meridian and true meridian at a place is called magnetic declination or variance of the compass
the imaginary lines which pass through points at which the magnetic declinations are equal at a given time are called isogonic lines
the isogonic lines through places at which the declination is zero are termed agonic lines
All of these
(D)
Q.668
In horizontal angles, the error due to imperfect levelling of the plate bubble is
large when sights are nearly level
large for long sights
less for steeply inclined sights
large for steeply inclined sights.
(D)
Q.669
The slope correction for a 3° slope for a length of 100 m, is
-0.11 m
-0.137 m
-1.87 m
-0.12 m
(B)
Q.670
The curvature of the earth's surface, is taken into account only if the extent of survey is more than
100 sq km
160 sq km
200 sq km
260 sq km.
(D)
Q.671
The area of any irregular figure of the plotted map is measured with
planimeter
pentagraph
sextant
clinometer
(A)
Q.672
The angle of intersection of a contour and a ridge line, is
30°
45°
60°
90°.
(D)
Q.673
The sag of 50 m tape weighing 4 kg under 5 kg tension is roughly
0.043 m
0.053 m
0.053 m
0.063 m
(C)
Q.674
If the length of a chain line along a slope of θ° is l, the required slope correction is
2l cos2 θ/2
2l sin2 θ/2
l tan2 θ/2
l cos2 θ/2.
(B)
Q.675
If vertical angles of inclined sights do not exceed 10° and non-verticality of the staff remains within 1°, stadia system of tacheometric observations are made on
staff normal
staff vertical
staff normal as well as vertical
None of These
(A)
Q.676
While surveying a plot of land by plane tabling, the field observations
and plotting proceed simultaneously
and plotting do not proceed simultaneously
and recorded in field books to be plotted later
All of these
(D)
Q.677
Diaphragm of a surveying telescope is held inside
eye-piece
objective
telescope tube at its mid point
telescope at the end nearer the eye-piece
(D)
Q.678
The boundary of water of a still lake, represents
level surface
horizontal surface
contour line
a concave surface.
(C)
Q.679
The boundary of water of a still lake, represents
level surface
horizontal surface
contour line
a concave surface.
(C)
Q.680
The difference in the lengths of an arc and its subtended chord on the earth surface for a distance of 18.2 km, is only
1 cm
5 cm
10 cm
100 cm.
(C)
Q.681
In chain surveying, perpendiculars to the chain line, are set out by
a theodolite
a level
an optical square
a prismatic compass
(C)
Q.682
An internal focussing type surveying telescope, may be focussed by the movement of
objective glass of the telescope
convex-lens in the telescope
concave lens in the telescope
plano-convex lens in the telescop
(C)
Q.683
Pick up the correct statement from the following :
a refracting telescope consists optically of two lenses
the principal axes of both the lenses coincide the optical axis of the telescope
the lens nearer the object to be viewed is convex and is called objective
All of these
(D)
Q.684
The length of a traverse leg may be obtained by multiplying the latitude and
secant of its reduced bearing
sine of its reduced bearing
cosine of its reduced bearing
tangent of its reduced bearing.
(A)
Q.685
If the length of a transition curve to be introduced between a straight and a circular curve of radius 500 m is 90 m, the maximum deflection angle to locate its junction point, is
1°43' 28"
1°43' 18"
1°43' 08"
1°43' 38"
(C)
Q.686
The first reading from a level station is
ntermediate sight
foresight i
back-sight
any sight.
(C)
Q.687
In a telescope the object glass of focal length 14 cm, is located at 20 cm from the diaphragm. The focussing lens is midway between them when a staff 16.50 m away is focussed. The focal length of the focussing lens, is
5.24 cm
8.24 cm
7.24 cm
6.24 cm
(C)
Q.688
If h1 and h2 are the differences in level between ground and the formation levels, m is the slope of the sloping sides. D is the distance between the cross sections then, prismoidal correction for a level section is
D/2m(h1 - h2)
D/3m(h1 - h2)
D/6m(h1 - h2)2
D/6m(h1 - h2)3
(C)
Q.689
Location of contour gradient for a high way is best set out from
ridge down the hill
saddle down the hill
bottom to the ridge
bottom to the saddle.
(B)
Q.690
The included angles of a theodolite traverse, are generally measured
clockwise from the forward station
anti-clockwise from the back station
anti-clockwise from the forward station
clockwise from the back station.
(D)
Q.691
If + 0.8% grade meets - 0.7% grade and the rate of change of grade for 30 m distance is 0.05, the length of the vertical curve will be
600 m
800 m
900 m
1000 m
(C)
Q.692
The properties of autogenous curve for automobiles are given by
Bernoulli's Lemniscate
true spiral
cubic parabola
clothoid spiral.
(A)
Q.693
The bearing of lines OA and OB are 16° 10' and 332° 18', the value of the included angle BOA is
316° 10'
43° 52'
348° 08'
158° 28'
(D)
Q.694
Stadia techeometry was discovered by James Watt in the year.
1670
1900.
1870
1770
(D)
Q.695
Stadia techeometry was discovered by James Watt in the year.
1670
1900.
1870
1770
(D)
Q.696
Pick up the incorrect statement from the following :
while measuring a distance with a tape of length 100.005 m, the distance to be increasing by 0.005 m for each tape length
an increase in temperature causes a tape to increase in length and the measured distance is too large
the straight distance between end points of a suspended tape is reduced by an amount called the sag correction
a 100 m tape of cross section 10 mm x 0.25 mm stretches about 10 mm under 5 kg pull.
(B)
Q.697
Under ordinary conditions, the precision of a theodolite traverse is affected by
systematic angular errors
accidental angular errors
accidental linear errors
systematic linear errors systematic angular errors accidental linear errors systematic linear errors
(D)
Q.698
The correction to be applied to each 30 metre chain length along θ° slope, is
30 (sin θ - 1) m
30 (tan θ - 1) m
30 (cos θ - 1) m
30 (sec θ - 1) m
(D)
Q.699
The reduced level of a floor is 99.995 m, the staff reading on the floor is 1.505 m. If the inverted staff reading against the roof is 1.795 m, the floor level below the slab, is
3.290 m
2.790 m
3.275 m
3.300 m
(D)
Q.700
The constant vertical distance between two adjacent contours, is called
vertical equivalent
horizontal interval
contour interval
horizontal equivalent
(C)
Q.701
Staff readings on pegs x and y from X station are 1.755 m and 2.850 m, and from station Y on staff head at Y and X are 0.655 m and 1.560 m. If reduced level of X is 105.5 m, the reduced level of Y is
104.0 m
104.5 m
105.0 m
105.5 m
(B)
Q.702
The 10 mm markings on a levelling staff placed at 20 m are separated by
1//1000 radian
1//2000 radian
1//3000 radian
1//6000 radian
(B)
Q.703
Pick up the correct statement from the following :
with both handles in his left hand, the chain man throws out the chain with his right hand and the second chain man assists him to free it from knots
the follower of the chaining operation should be more experienced than the leader
at the end of the tenth chain length, the two chain men meet and the ten arrows are handed over to the leader
All of these
(D)
Q.704
If 50 m point of a 100 m tape is 50 cm off line, and 50 m sections are straight, an error is generated equal to
1/10,000
1/15,000
1/20,000
1/25000
(C)
Q.705
Resolving power of a telescope depends on
the diameter of the aperture
the pupil aperture of the eye
the diameter of the object glass
All of these
(D)
Q.706
The theodolites used for making tacheometric observations by optical wedge system, are
provided with stadia hairs in front of eye piece
not provided with stadia hairs at all
fitted with a glass wedge inside the telescope
fitted with a glass wedge in front of telescope.
(D)
Q.707
Straight, parallel and widely spaced contours represent
a flat surface
a steep surface
an inclined plane surface
curved surface.
(C)
Q.708
In precision theodolite traverse if included angles are read twice and the mean reading accepted using both verniers having a least count of 30". Assuming the instrument to be in perfect adjustment, linear measurements correct to 6 mm per 30 metre tape duly corrected for temperature, slope and sag, the angular error of closure not to exceed (where n is the number of traverse legs)
50" n
50" SQRT (n)
30" n
60" n.
(B)
Q.709
While setting a plane table at a station it was found that the error in centering was 30 cm away from the ray of length 40 m drawn from the station. If the scale of the plan is 1 cm = 2 cm, the displacement of the end of the ray in plan from the true position will be
0.02 cm
0.15 cm
02 cm
0.1 cm
(B)
Q.710
A lens or combination of lenses in which the following defect is completely eliminated is called aplanatic
coma
spherical aberration
chromatic aberration
astigmatism.
(B)
Q.711
If the whole circle bearing of a line is 270°, its reduced bearing is
W 90°
N 90° W
S 90° W
90° W.
(A)
Q.712
For taking offsets with an optical square on the right hand side of the chain line, it is held
by right hand upside down
by left hand upright
by right hand upright
by left hand up side down.
(B)
Q.713
A level when set up 25 m from peg A and 50 m from peg B reads 2.847 on a staff held on A and 3.462 on a staff held on B, keeping bubble at its centre while reading. If the reduced levels of A and B are 283.665 m and 284.295 m respectively, the collimation error per 100 m is
0.015 m
0.030 m
0.045 m
0.060 m
(D)
Q.714
If the declination of the needle is 10° W
each of the whole circle reckoning has to be micros by 10°
in the quadrantal method, the correction is positive in the 1st and 3rd quadrants
in the quadrantal method, the corrections is negative in 2nd and 4th quadrants
All of these
(D)
Q.715
The method generally preferred to for contouring an undulating area, is
chain surveying
plane table surveying
tacheometrical surveying
compass surveying.
(C)
Q.716
Number of links per metre length of a chain are
2
5
8
20
(B)
Q.717
The combined effect of curvature and refraction over a distance L kilometres is
67.2 L2 mm
76.3 L2 mm
64.5 L2 mm
None of These
(A)
Q.718
To orient a plane table at a point with two inaccessible points, the method generally adopted, is
intersection
resection
radiation
two point problem.
(D)
Q.719
Tilt of the staff in stadia tacheometry increases the intercept if it is
away from the telescope pointing down hill
towards the telescope pointing up-hill
away from the telescope pointing up-hill
None of These
(C)
Q.720
In case of a direct vernier scale
graduations increase in opposite direction in which graduations of the main scale increase
smallest division is longer than smallest division of the main scale
graduations increase in the same direction in which graduations of the main scale increase
None of these
(C)
Q.721
In case of a double line river, contours are
stopped at the banks of the river
stopped at the edge of the river
drawn across the water
drawn by parabolic curves having their vertex at the centre of the water.
(B)
Q.722
Pick up the correct statement from the following
the contour lines having the same elevation cannot unite and continue as one line
a contour can not end abruptly, but must ultimately close itself not necessarily within the limits of map.
the direction of steepest slope at a point on a contour is at right angles to the contour
All of these
(D)
Q.723
While working on a plane table, the correct rule is :
Draw continuous lines from all instrument stations
Draw short rays sufficient to contain the points sought
Intersection should be obtained by actually drawing second rays
Take maximum number of sights as possible from each station to distant objects.
(B)
Q.724
Correction per chain length of 100 links along a slope of α radians, is
100 α2
100 α
00 α3
100 α-1.
(B)
Q.725
A transit is oriented by setting its vernier A to read the back azimuth of the preceding line. A back sight on the preceding transit station taken and transit is rotated about its vertical axis. The vernier A reads
azimuth of the forward line
bearing of the. forward line
back bearing of the forward line
equal to 360°-azimuth of the forward line.
(A)
Q.726
The bearing of line AB is 152° 30' and angle ABC measured clockwise is 124° 28'. The bearing of BC is
27° 52'
96° 58'
148° 08'
186° 58'
(B)
Q.727
The representation of general topography of a very flat terrain is possible only
by drawing contours at large interval
by drawing contours at small interval
by giving spot levels at large interval
by giving spot levels to salient features at close interval.
(D)
Q.728
The surface of zero elevation around the earth, which is slightly irregular and curved, is known as
level surface
horizontal surface.
mean sea level
geoid surface
(D)
Q.729
Two contour lines, having the same elevation
cannot cross each other
can cross each other
cannot unite together
can unite together.
(D)
Q.730
During levelling if back sight is more than foresight
The forward staff is at lower point
The back staff is at lower point
The difference in level, cannot be ascertained.
None of these
(B)
Q.731
The radius of a simple circular curve is 300 m and length of its specified chord is 30 m. The degree of the curve is
5.73°
5.37°
3.57°
3.75°.
(A)
Q.732
Permanent adjustments of a level are
6 in number
2 in number
4 in number
3 in number
(B)
Q.733
Contours of different elevations may cross each other only in the case of
a vertical cliff
an inclined plane.
an over hanging cliff
a saddle
(C)
Q.734
Determining the difference in elevation between two points on the surface of the earth, is known as
levelling
simple levelling
differential levelling
longitudinal levelling
(C)
Q.735
In geodetic surveys higher accuracy is achieved, if
curvature of the earth surface is ignored
curvature of the earth surface is taken into account
angles between the curved lines are treated as plane angles
None of these
(B)
Q.736
If Δ is the angle of deflection of a simple curve of radius R, the length of its long chord, is
R cos Δ/2
2R sin Δ/2
R sin Δ/2
2R cos Δ/2
(B)
Q.737
Pick up the correct statement from the following :
The directions of plumb lines suspended at different points in a survey are not strictly parallel
In surveys of small extent, the effect of curvature may be ignored and the level surface of the earth is assumed as horizontal
In surveys of large extent, the effect of curvature of the earth must be considered
All of these
(D)
Q.738
The magnetic meridian at any point, is the direction indicated by a freely suspended
magnetic needle
and properly balanced magnetic needle
properly balanced and uninfluenced by local attractive force
magnetic needle over an iron pivot.
(C)
Q.739
The zero of the graduated circle of a prismatic compass is located at
north end
south end
west end.
east end
(B)
Q.740
For preparation of a contour plan for a route survey
method of squares is used
method of trace contour is used
method of cross profile is used
indirect method of contouring is used.
(C)
Q.741
For preparation of a contour plan for a route survey
method of squares is used
method of trace contour is used
method of cross profile is used
indirect method of contouring is used.
(C)
Q.742
Correct distance obtained by an erroneous chain is:
Measured distance × (Correct length of chain / Actual (erroneous) length of chain)
Correct length of chain× ( Measured distance / Actual (erroneous) length of chain)
Actual (erroneous × (Correct length of chain /Measured distance ) length of chain)
None of these
(A)
Q.743
A traverse deflection angle is
less than 90°
more than 90° but less than 180°
the difference between the included angle and 180°
the difference between 360° and the included angle.
(C)
Q.744
The construction of optical square is based, on the principle of optical
reflection
refraction
double refraction
double reflection
(D)
Q.745
The 'fix' of a plane table from three known points, is good, if
either the right or left station is nearest
middle station is nearest
middle station is farthest
None of these
(B)
Q.746
Diurnal variation of magnetic declination is
greater at equator than nearer the poles
less at equator than nearer the poles
less in summer than in winter
same at all latitudes and during different months.
(B)
Q.747
A clinometer is used for
correcting line of collimation
defining natural features.
measuring angle of slope
setting out right angles
(C)
Q.748
Which one of the following procedures for getting accurate orientation is the most distinctive feature of the art of plane tabling
traversing
resection.
radiation
intersection
(B)
Q.749
The 'point of curve' of a simple circular curve, is
point of intersection
mid-point of the curve
point of tangency
point of commencement
(D)
Q.750
Cross-staff is used for
measuring contour gradient
measuring distances
taking levels
setting out right angles
(D)
Q.751
The tangent to the liquid surface in a level tube, is parallel to the axis of the level tube at
every point of the bubble
either end of the bubble
the mid-point of the bubbl
no where.
(C)
Q.752
The distance between steps for measuring down hill to obtain better accuracy
decreases with decrease of slope
increases with increase of slope
decreases with increase of slope
decreases with decrease of weight of the chain.
(C)
Q.753
Pick up the correct statement from the following :
in the earth's magnetic field, a magnetic needle rests in magnetic meridian
the angle between the true meridian and the magnetic meridian is called magnetic variation
one end of the magnetic needle supported at its centre of gravity tends to dip down towards the. nearer magnetic pole of the earth
All of these
(D)
Q.754
Pick up the correct statement from the following :
if the image of the object does not fall on the plane of the cross-lines, parallax exists
parallax has nothing to do with the eyepiece
the eyepiece is adjusted for clear vision of the cross hairs
All of these
(D)
Q.755
Pick up the correct statement from the following :
If the slope of the curve of a mass diagram in the direction of increasing abscissa is downward, it indicates an embankment
The vertical distance between a maximum ordinate and the next forward maximum ordinate represents the whole volume of the embankment
The vertical distance between a minimum ordinate and the next forward maximum ordinate represents the whole volume of a cutting
All of these
(D)
Q.756
If α is the angle between the polar ray and the tangent at the point of commencement of a lemniscate curve, the equation of the curve, is
l = k*SQRT(sin 2α)
l = k/SQRT(sin 2α)
l = k+SQRT(sin 2α)
None of these
(A)
Q.757
The whole circle bearing of a line is 290°. Its reduced bearing is
N 20° E
N 70° W
S 70° E
N 20°
(B)
Q.758
The orthographical projection of a traverse leg upon the reference meridian, is known as
latitude to the leg
co-ordinate of the leg
departure of leg
bearing of the leg.
(A)
Q.759
Which one of the following mistakes/errors may be cumulative + or - :
erroneous length of chain
bad ranging
bad straightening
None of these
(A)
Q.760
Volume of the earth work may be calculated by
end areas
Trapezoidal
Prismoidal formula
All of these
(D)
Q.761
If a tacheometer is fitted with an analatic lens
additive constant is 100, multiplying constant is zero
multiplying constant is 100, additive constant is zero
both multiplying and additive constants are 100
both multiplying and additive constants are 50.
(B)
Q.762
Pick up the correct statement from the following
the lines of sight while observing back sight and fore sight lie in the same horizontal plane
the staff readings are measurements made vertically downwards from a horizontal plane
the horizontal plane with reference to which staff readings are taken, coincides with the level surface through the telescope axis
All of these
(D)
Q.763
The main plate of a transit is divided into 1080 equal divisions. 60 divisions of the vernier coincide exactly with 59 divisions of the main plate. The transit can read angles accurate upto:
5"
10"
15"
20"
(D)
Q.764
While rotating the theodolite in the horizontal plane, the bubble of the bubble tube takes up the same position in its tube, it indicates
the trummion axis is horizontal
the rotation axis is vertical
the line of collimation is perpendicular to vertical axis
None of these
(A)
Q.765
A theodolite is said to be in perfect adjustment if
rotation axis is vertical to the transit axis
transit axis is perpendicular to line of collimation
line of collimation sweeps out a vertical plane while the telescope is elevated or depressed
All of these
(D)
Q.766
In case of reduction of levels by the height of instrument method,
∑ B.S. - ∑ F.S. = difference in R.L.S of the first station and last station
∑ (R.L. + I + F.S.) - first R.L = ∑ (H.I. + No. of R.L.s.)
both (a) and (b) above
neither (a) nor (b).
(D)
Q.767
Imaginary line passing through points having equal magnetic declination is termed as
isogon
agonic line
isoclinic line
None of these
(A)
Q.768
The longitudinal section of the surface of bubble tube is
straight
circular
parabolic
elliptic.
(B)
Q.769
an internal focusing telescope
the objective is at a fixed distance from the diaphragm
the focusing is done by the sliding of a divergent lens.
the focusing divergent lens is situated at about the middle of the tube
All of these
(D)
Q.770
Back bearing of a line is equal to
Fore bearing ± 180°
Fore bearing ± 90°
Fore bearing ± 360°
Fore bearing ± 270°
(A)
Q.771
The direction of steepest slope on a contour, is
at an angle of 45° to the contour
along the contour
at right angles to the contour
None of these
(C)
Q.772
Pick up the correct statement from the following :
A level surface is perpendicular at all points to the direction of gravity
A horizontal line is tangential to the level surface
A horizontal surface is normal to the direction of gravity at only one point
All of these
(D)
Q.773
Removal of parallax, may be achieved by focussing
the objective
the eye-piece
the objective and the eye-piece
None of these
(C)
Q.774
In tacheometrical observations, vertical staff holding is generally preferred to normal staffing, due to
minimum effect of careless holding on the result
ease of reduction of observations
facility of holding
None of these
(A)
Q.775
In reciprocal levelling, the error which is not completely eliminated, is due to
non-adjustment of line of collimation
non-adjustment of the bubble tube.
earth's curvature
refraction
(D)
Q.776
Prismatic compass is considered more accurate than a surveyor's compass, because
it is provided with a better magnetic needle
it is provided with a prism to facilitate reading of its graduated circle
its graduations are in whole circle bearings
both (c) and (b).
(B)
Q.777
In a constant level tube, size of the bubble remains constant because upper wall is
flat
of relatively larger radius
of relatively smaller radius
convex downwards.
(A)
Q.778
Simpson's rule for calculating areas states that the area enclosed by a curvilinear figure divided into an even number of strips of equal width, is equal to
half the width of a strip, multiplied by the sum of two extreme offsets, twice the sum of remaining odd offsets, and thrice the sum of the even offsets
one third the width of a strip, multiplied by the sum of two extreme offsets, twice the sum of remaining odd offsets and four times the sum of the even offsets
one third the width of a strip, multiplied by the sum of two extreme offsets, four times the sum of the remaining odd offsets, and twice the sum of the even offsets
one sixth the width of a strip, multiplied by the sum of the two extreme offsets, twice the sum of remaining odd offsets and four times the sum of the even offsets
(B)
Q.779
The bubble tube is nearly filled with
alcohol or chloroform
a liquid which is very mobile
a liquid having low freezing point
All of these
(D)
Q.780
The ratio of the angles subtended at the eye, by the virtual image and the object, is known as telescope's
resolving power
brightness
field of view
magnification.
(D)
Q.781
The curve composed of two arcs of different radii having their centers on the opposite side of the curve, is known
a simple curve
a compound curve
a reverse curve
a vertical curve
(C)
Q.782
A uniform slope was measured by the method of stepping. If the difference in level between two points is 1.8 m and the slope distance between them is 15 m, the error is approximately equal to
compensating, ± 0.11 m
cumulative, - 0.11 m
cumulative, + 0.11 m
None of these
(C)
Q.783
For a curve of radius 100 m and normal chord 10 m, the Rankine's deflection angle, is
2°51'.53
1°35'.95
1°25'.53
0°25'.95
(A)
Q.784
The latitude of a traverse leg is obtained by multiplying its length by
tangent of its reduced bearing
sign of its reduced bearing
cosine of its reduced bearing
cosecant of its reduced bearing.
(C)
Q.785
The angle between two plane mirrors of optical square, is
20°
45°
30°
60°
(B)
Q.786
If the rate of gain of radial acceleration is 0.3 m per sec3 and full centrifugal ratio is developed. On the curve the ratio of the length of the transition curve of same radius on road and railway, is
2.828
3.828
1.828
0.828.
(A)
Q.787
In levelling operation
when the instrument is being shifted, the staff must not be moved
when the staff is being carried forward, the instrument must remain stationary
both (a) and (b)
neither (a) nor (b).
(C)
Q.788
The branch of surveying in which both horizontal and vertical positions of a point, are determined by making instrumental observations, is known
tacheometry
tachemetry
telemetry
All of these
(D)
Q.789
If the angular measurements of a traverse are more precise than its linear measurements, balancing of the traverse, is done by
Empirical rule
Transit rule
Bowditch's rule
All of these
(B)
Q.790
Pantagraph is used for
enlarging or reducing plans
measuring distances
measuring areas
setting out right angles
(A)
Q.791
An ideal transition curve is
cubic parabola
cubic spiral
clothoid spiral
true spiral.
(C)
Q.792
Hydrographic surveys deal with the mapping of
large water bodies
heavenly bodies
mountaineous regio
canal system
(A)
Q.793
An ideal vertical curve to join two gradients, is
elliptical
hyperbolic
circular
parabolic
(D)
Q.794
Pick up the correct statement from the following :
the eyepiece plays no part in defining the line of sight
the diaphragm plays no part in defining the line of sight
the optical centre of the objective plays no part in defining the line of sight
None of these
(A)
Q.795
The intercept of a staff
is maximum if the staff is held truly normal to the line of sight.
is minimum if the staff is held truly normal to the line of sight.
decreases if the staff is tilted away from normal
increases if the staff is tilted towards normal.
(B)
Q.796
Pick up the correct statement from the following :
the tangent screw enables to give small movement under conditions of smooth and positive control
standing on the tripod is the levelling head or trib arch
the levelling screws are used to tilt the instrument so that its rotation axis is truly vertical
All of these
(D)
Q.797
In chain surveying tie lines are primarily provided
to check the accuracy of the survey
to take offsets for detail survey
to avoid long offsets from chain lines
to increase the number of chain lines.
(C)
Q.798
The real image of an object formed by the objective, must lie
in the plane of cross hairs
at the centre of the telescope
at the optical centre of the eye-piece
anywhere inside the telescope.
(A)
Q.799
If S is the length of a subchord and R is the radius of simple curve, the angle of deflection between its tangent and sub-chord, in minutes, is equal to
573 R/S
1718.9 R/S
1718.9 S/R.
171.9 S/R
(C)
Q.800
or pass
10 m
25 m
50 m
100 m
(D)
Q.801
Closed contours of decreasing values towards their centre, represent
a saddle
a depression
a hill
or pass
(B)
Q.802
The accuracy of measurement in chain surveying, does not depend upon
general layout of the chain lines
length of the offset
scale of the plotting
importance of the features
(A)
Q.803
One of the Lehmann's rules of plane tabling, is
location of the instrument station is always distant from each of the three rays from the known points in proportion to their distances
when looking in the direction of each of the given points, the instrument station will be on the right side of one and left side of the other ray
when the instrument station is outside the circumscribing circle its location is always on the opposite side of the ray to the most distant point as the inter-section of the other two rays
None of these
(A)
Q.804
If R is the radius of the main curve, θ the angle of deflection, S the shift and L the length of the transition curve, then, total tangent length of the curve, is
T=Rtan( θ/2 )+ L/2 −S
T=Rtan^2( θ/2 )+ L/2 −S
T=Rtan^3( θ/2 )+ L/2 −S
T=Rtan^.5( θ/2 )+ L/2 −S
(A)
Q.805
The 'fix' of a plane table station with three known points, is bad if the plane table station lies
in the great triangle
outside the great triangle
on the circumference of the circumscribing circle
None of these
(C)
Q.806
Diopter is the power of a lens having a focal length of
50 cm
75 cm
100 cm
125 cm
(C)
Q.807
If a 30 m chain diverges through a perpendicular distance d from its correct alignment, the error in length, is
d^2/60 m
d^2/30 m
d^2/40 m
d^2/90 m
(A)
Q.808
The limiting length of an offset does not depend upon
method of setting out perpendiculars
scale of plotting
accuracy of the work
indefinite features to be surveyed.
(D)
Q.809
One of the tacheometric constants is additive, the other constant, is
dividing constant
subtractive constant
multiplying constant
indicative constant.
(C)
Q.810
Two concave lenses of 60 cm focal length are cemented on either side of a convex lens of 15 cm focal length. The focal length of the combination is
10 cm
20 cm
30 cm
40 cm
(C)
Q.811
In chain surveying field work is limited to
both linear and angular measurements
linear measurements only
angular measurements only
All of these
(B)
Q.812
While viewing through a level telescope and moving the eye slightly, a relative movement occurs between the image of the levelling staff and the cross hairs. The instrument is
said to have parallax
free from parallax.
correctly focussed
not correctly focussed
(A)
Q.813
Pick up the method of surveying in which field observations and plotting proceed simultaneously from the following
plan table surveying
tacheometric surveying
chain surveying
compass surveying
(A)
Q.814
Pick up the correct statement from the following:
the theodolite in which telescope can be rotated in vertical plane is called a transit
when the vertical circle is to the left of the telescope during observation, it is called to be in left face
when the vertical circle is to the right of the telescope during observation, it is called to be in right face
All of these
(D)
Q.815
If L is the perimeter of a closed traverse, ΔD is the closing error in departure, the correction for the departure of a traverse side of length l, according to Bowditch rule, is
(l/L) ×ΔL
(l/L)^2×ΔL
(l/L)^.5 ×ΔL
All of these
(A)
Q.816
In quadrantal bearing system, back bearing of a line may be obtained from its forward bearing, by
adding 180°, if the given bearing is less than 180°
subtracting 180°, if the given bearing, is more than 180°
changing the cardinal points, i.e. substituting N for S and E for W and vice-versa
None of these
(C)
Q.817
If θ is the slope of the ground and l is the measured distance, the correction is
2/sin^2( θ/2 )
2/ tan^2 (θ/2 )
2/cos^2 (θ/2 )
2/cot^2 (θ/2)
(A)
Q.818
Pick up the correct statement from the following :
the apparent error on reversal is twice the actual error
the correction may be made equal to half the observed discrepancy.
the good results may be obtained from a defective instrument by reversing and taking the mean of two erroneous results
All of these
(D)
Q.819
True meridians are generally preferred to magnetic meridians because
these change due to change in time
these remain constant.
these converge to a point
None of these
(B)
Q.820
A bearing of a line is also known as
true bearing
reduced bearing
magnetic bearing
azimuth
(C)
Q.821
Accuracy of 'fix' by two point problem, is
bad
unique.
not reliable
good
(C)
Q.822
The bearings of the lines AB and BC are 146° 30' and 68° 30'. The included angle ABC is
102°
45°
78°
None of these
(A)
Q.823
The probable error of the adjusted bearing at the middle is
0.5*SQRT(n)
0.33*SQRT(n)
0.25*SQRT(n)
0.2*SQRT(n)
(A)
Q.824
Offsets are measured with an accuracy of 1 in 40. If the point on the paper from both sources of error (due to angular and measurement errors) is not to exceed 0.05 cm on a scale of 1 cm = 20 m, the maximum length of offset should be limited to
14.14
200 m
28.28 m
None of These
(C)
Q.825
The difference of level between a point below the plane of sight and one above, is the sum of two staff readings and an error would be produced equal to
the distance between the zero of gradient and the foot of the staff
twice the distance between the zero of graduation and the foot of the staff
thrice the distance between the zero of graduation and the foot of the staff
None of these
(B)
Q.826
The most reliable method of plotting a theodolite traverse, is
by consecutive co-ordinates of each station
by independent co-ordinates of each station
by plotting included angles and scaling off each traverse leg
by the tangent method of plotting.
(B)
Q.827
If the radius of a simple curve is R, the length of the chord for calculating offsets by the method of chords produced, should not exceed.
R/10
R/15
R/20
R/25.
(C)
Q.828
For the construction of highway (or railway)
longitudinal sections are required
cross sections are required
both longitudinal and cross sections are required
None of these
(C)
Q.829
The slope correction for a length of 30 m along a gradient of 1 in 20, is
3.75 cm
2.75 cm.
37.5 cm
0.375 cm
(A)
Q.830
For a closed traverse the omitted measurements may be calculated when:
length of one side only
bearing of one side only
both length and bearing of one side
All of these
(D)
Q.831
For a closed traverse the omitted measurements may be calculated
length of one side only
bearing of one side only
both length and bearing of one side
All of these
(D)
Q.832
Pick up the correct statement from the following :
Box sextant is used for the measurement of horizontal angles
Cross staff is used for setting out right angles
Gradiometer is used for setting out any required gradient
All of these
(D)
Q.833
Keeping the instrument height as 1.5 m, length of staff 4 m, the slope of the ground as 1 in 10, the sight on the down-slope, must be less than
30 m
15 m
20 m
25 m
(D)
Q.834
ABCD is a regular parallelogram plot of land whose angle BAD is 60°. If the bearing of the line AB is 30°, the bearing of CD, is
90°
120°
210°
270°
(C)
Q.835
For true difference in elevations between two points A and B, the level must be set up
at any point between A and B
at the exact mid point of A and B
near the point A
near the point B.
(B)
Q.836
The sensitiveness of a level tube decreases if
radius of curvature of its inner surface is increased
diameter of the tube is increased
length of the vapour bubble is increased
both viscosity and surface tension are increased.
(D)
Q.837
The instrument attached to the wheel of a vehicle in order to measure the distance travelled, is called
passometer
pedometer
odometer
speedometer
(C)
Q.838
An invar tape is generally used for accurate measurement of distance because it possesses__ coefficient of thermal expansion,.
zero
Low
High
Medium
(B)
Q.839
A metallic tape is made of an alloy of nickel and steel.
True
False
-
-
(B)
Q.840
The method of measuring distance by pacing is chiefly used in
reconnaissance surveys
preliminary surveys
location surveys
All of these
(A)
Q.841
An average length of a pace is
60 cm
80 cm
100 cm
120 cm
(B)
Q.842
If x is the smallest division on the main scale and n are the number of divisions on the vernier, then the least count of the vernier is
x + n
x - n
x x n
x / n
(D)
Q.843
20. With a simple vernier, readings can be taken in one direction only.
Yes
No
-
-
(A)
Q.844
In a retrograde vernier, the smallest division of a vernier is__ the smallest division of its primary scale.
equal to
shorter than
longer than
None of these
(A)
Q.845
In a direct vernier, the smallest division of a vernier is___ the smallest division of its primary sale
equal to
shorter than
longer than
All of these
(B)
Q.846
A scale used for measuring fractional parts of the smallest division of the main scale is known as vernier scale.
Correct
Incorrect
-
-
(A)
Q.847
A scale which has a common representative fraction, but read in different measures, is called a
plain scale
diagonal scale
shrunk scale
comparative scale
(D)
Q.848
A diagonal scale is used to read
one dimension
two dimensions
three dimensions
All of these
(C)
Q.849
A plain scale is used to read
one dimension
two dimensions
three dimensions
All of these
(B)
Q.850
The representative fraction 1 / 2500 means that the scale is
1 cm = 0.25 m
1 cm = 2.5 m
1 cm = 25 m
1 cm = 250 m
(C)
Q.851
When 1 cm on a map represents 10 m on the ground, the representative fraction of the scale is
1:10
1:100
1:1000
1:10000
(C)
Q.852
The representative fraction of the scale is the ratio of the distance on the map or drawing to the corresponding distance on the ground
Yes
No
-
-
(A)
Q.853
The working from whole to the part is done in surveying in order to ensure that
survey work is completed more quickly
number of errors is minimum
plotting is done more quickly
errors and mistakes of one portion do not affect the remaining portion
(D)
Q.854
The fundamental principle of surveying is to work from the
whole to the part
part to the whole
lower level to higher level
higher level to lower level
(A)
Q.855
The surveying used to determine additional details such as boundaries of fields, is called
city surveying
location surveying
cadastral surveying
topographical surveying
(C)
Q.856
The reconnaissance surveying is carried out to determine the artificial features such as roads, railways, canals, buildings etc.
True
False
May be
None of these
(B)
Q.857
In order to determine the natural features such as valleys, rivers, lakes etc., the surveying preferred is
city surveying
location surveying
cadastral surveying
topographical surveying
(D)
Q.858
The difference between the sum of the angles of a spherical triangle on the earth's surface and the angles of the corresponding plane triangle for every 195.5 km2 of area is only
1 second
5 second
10 second
15 second
(A)
Q.859
The difference in length between the arc and the subtended chord on the surface of the earth for a distance of 18.2 km is only
10 mm
30 mm
50 mm
100 mm
(A)
Q.860
The curvature of the earth is taken into consideration if the limit of survey is
50 to 100 km2
100 to 200 km2
200 to 250 km2
more than 250 km2
(D)
Q.861
In geodetic surveying, the curvature of the earth is taken into consideration.
Agree
Disagree
May be
All of these
(A)
Q.862
In plane surveying,
The curvature of the earth is taken into consideration
the surveys extend over small areas
the surveys extend over large areas
None of these
(B)
Q.863
Particles of 0.002 mm size are that of
clay
gravel
sand
None of these
(A)
Q.864
Pick up the correct statement from the following:
The quality of water governs the strength of concrete
The quantity of water required for concreting, depends upon the grading of aggregate aNd method of compaction
10% excess of water reduces the strength of concrete by 15% & 30% excess of water reduces the strength of concrete by 50%
All of these
(D)
Q.865
The main object of compaction of concrete, is:
to eliminate air holes
to achieve maximum density
to provide initimate contact between the concrete and embedded materials
All of these
(D)
Q.866
An aggregate is known as cyclopean aggregate if its size is more than
4.75 mm
30 mm
60 mm
75 mm
(D)
Q.867
The size of fine aggregates does not exceed
2.75 mm
3.00 mm
3.75 mm
4.75 mm
(D)
Q.868
If a grading curve is horizontal between the portions of 20 mm. Sieve and 4.75 mm Sieve, the graded aggregates do not contain
10 mm particles
4.75 mm particles
20 mm particles
All of these
(D)
Q.869
In the method of voids for determination of the quantity of cement paste, it is assumed that
Voids in coarse aggregates are filled by fine aggregates & Volume of cement paste required is equal to total volume of voids in fine aggregates plus 15% extra
Voids in fine aggregates are filled by the cement paste
Volume of fine aggregates is equal to total voids in coarse aggregates plus 10% extra
All of these
(D)
Q.870
'Ware house pack' of cement means
pressure exertion of the bags of upper layers
packing the ware house
full capacity of the ware house
pressure compaction of the bags on lower layers
(D)
Q.871
Le-Chatelier's apparatus is used for testing
soundness of cement
durability of cement
hardness of cement
strength of cement
(A)
Q.872
The concrete mix which causes difficulty in obtaining a smooth finish, possess
harshness
bleeding
segregation
internal friction
(A)
Q.873
For a concrete mix 1:3:6 and water cement ratio 0.6 both by weight, the quantity of water required per bag, is
30 kg
16 kg
14 kg
12 kg
(A)
Q.874
Pick up the correct statement from the following:
Construction joints in columns are provided a few cm below the junction of beam
Construction joints in columns are provided at the bottom haunching
Construction joints in beams and slabs are provided within middel third
All of these
(D)
Q.875
Horizontal construction joints in concrete walls are generally provided at
soffit level
floor level
window sill level
All of these
(D)
Q.876
Pick up the correct statement from the following:
The bulk density of fine aggregate is usually about 10 per cent more than that of coarse aggregate of similar composition
The specific gravity of aggregate is important for the determination of the moisture content
The absorption and porosity of an aggregate influence the property of the concrete
All of these
(D)
Q.877
The bulk density of aggregates, depends upon
shape
compaction
grading
All of these
(D)
Q.878
The specifications of a cement bag for storage, are
weight 50 kg
plan area 3000 sq. cm & volume 35 litres
height 18 cm
All of these
(D)
Q.879
The minimum percentage of chemical ingredient of cement is that of
iron oxide
lime
alumina
magnesium oxide
(D)
Q.880
For given workability the grading requiring the least amount of water is one that gives
greatest surface area for the given cement and aggregates
least surface area for the given cement and aggregates
least weight for the given cement and aggregates
greatest weight for the given cement and aggregates
(B)
Q.881
the full strength of concrete after
7 days
14 days
21 days
28 days
(D)
Q.882
An excess of flaky particles in concrete aggregates
decreases the workability
increases the quantity of water and sand
affects the durability of concret
All of these
(D)
Q.883
The surface where two successive placements of concrete meet, is known as
Expansion joint
Contraction joint
Construction joint
both (a) and (b)
(C)
Q.884
Pick up the correct statement from the following:
With passage of time, the strength of cement increases
With passage of time, the strength of cement decreases
After a period of 24 months, the strength of cement reduces to 50%After a period of 24 months, the strength of cement reduces to 50%
The concrete made with storage deteriorated cement, gains strength with time
(A)
Q.885
Curing of pavements, floors, roofs and slabs, is done by
covering surface with bags
sprinkling water method
membrane method
ponding method
(D)
Q.886
Bulking of sand is
mixing of different sizes of sand particles
mixing of lime with sand
maximum water with sand
swelling of sand when wetted.
(D)
Q.887
On a grading curve, the gap grading is represented by
a horizontal line
N.W. inclined line
a vertical line
none of these
(A)
Q.888
Di-calcium silicate (C2S)
hydrates rapidly
generates less heat of hydration
hardens rapidly
provides less ultimate strength to cement
(B)
Q.889
Pick up the correct statement from the following:
Continuous grading is not necessary for obtaining a minimum of air voids
The omission of a certain size of aggregate is shown by a straight horizontal line on the grading curve
The omission of a certain size of aggregate in concrete increases the workability but also increases the liability to segregation
All of these
(D)
Q.890
The impurity of mixing water which affects the setting time and strength of concrete, is
sodium carbonates and bicarbonates
sodium sulphates
sodium chlorides
sodium chlorides
(A)
Q.891
Sand generally contains salt if it is obtained from:
nala beds
river beds
sea beds
All of these
(C)
Q.892
The maximum percentage of chemical ingredient of cement is that of
magnesium oxide
iron oxide
aluminium
lime
(D)
Q.893
The aggregate impact value of the aggregate used in
building concrete is less than 45
road pavement concrete is less than 30
runway concrete is less than 30
All of these
(D)
Q.894
Placing of concrete should preferably be done at a temperature of
0°C
27 ± 2°C
23°C
20°C
(B)
Q.895
Pick up the correct statement from the following:
The maximum size of a coarse aggregate, is 75 mm and minimum 4.75 mm
The maximum size of the fine aggregate, is 4.75 mm and minimum 0.075 mm
The material having particles of size varying from 0.06 mm to 0.002 mm, is known as silt
All of these
(D)
Q.896
A concrete using an air entrained cement
has strength less than 10% to 15%
has more resistance to weathering
is more plastic and workable
All of these
(D)
Q.897
The cement becomes useless if its absorbed moisture content exceeds
1%
2%
3%
5%
(D)
Q.898
The lower water cement ratio in concrete, introduces
smaller creep and shrinkage
greater density and smaller permeability
improved frost resistance
All of these
(D)
Q.899
Sands of zone I are
medium to fine
fine.
coarse
medium
(C)
Q.900
earth moist
water
aggregate
cement
None of these
(C)
Q.901
Concrete is unsuitable for compaction by a vibrator if it is
dry
earth moist
plastic
semi-plastic
(C)
Q.902
An ideal ware house, is provided
few windows which remain generally closed
water proof masonry walls
water proof roof
All of these
(D)
Q.903
For the construction of the retaining structures, the type of concrete mix to be used, is
1 : l : 2
1 : 3 : 6
1 : 2 :4
1 :1.5 : 3
(D)
Q.904
Pick up the incorrect statement from the following:
Space between the exterior walls of a warechouse and bag piles should be 30 cm
Cement bags should preferably be piled on wooden planks
Cement bags should be placed such that bags of one layer does not touch the bags of the adjacent layer
none of these
(D)
Q.905
Vicat apparatus is used for
for setting time test
for tensile strength test
fineness test
consistency test
(D)
Q.906
For the construction of thin R.C.C. structures, the type of cement to be avoided, is
low heat cement
ordinary Portland cement
rapid hardening cement
blast furnace slag cement
(D)
Q.907
The 28 days cube strength of mass concrete using aggregates of maximum size 5 cm for gravity dams should be
between 350 to 600 kg/cm2
between 150 to 500 kg/cm2
between 150 to 300 kg/cm2
below 200 kg/cm2
(D)
Q.908
a good aggregate should be
sufficiently strong
hard and durable
chemically inert
All of these
(D)
Q.909
For preparing ordinary concrete, the quantity of water used, is
5% by weight of aggregates plus 20% of weight of cement
10% by weight of aggregates plus 10% of weight of cement
30% by weight of aggregates plus 10% of weight of cement
5% by weight of aggregates plus 30% of weight of cement
(D)
Q.910
If the average compressive strength is 4000 kg/cm2 and standard deviation is 500, the co-efficient of variation is
12.5%
20%
18.5 %
15%
(A)
Q.911
In slump test, each layer of concrete is compacted by a steel rod 60 cm long and of 16 mm diameter for
20 times
40 times
25 times
30 times
(C)
Q.912
Pick up the incorrect statement from the following:
Tricalcium silicate (C3S) hydrates rapidly
Tricalcium silicate (C3S) generates more heat of hydration
Tricalcium silicate (C3S) develops early strength & has more resistance to sulphate attack
None of These
(D)
Q.913
The entrained air in concrete
increases workability
decreases workability
decreases resistance to weathering
increases strength
(A)
Q.914
If 50 kg of fine aggregates and 100 kg of coarse aggregates are mixed in a concrete whose water cement ratio is 0.6, the weight of water required for harsh mix, is
8 kg
14 kg
12 kg
10 kg
(C)
Q.915
Pick up the correct statement from the following:
There should not be any loss of cement from the charged drum of the mixer
Cement should be mixed for at least one minute
10% of water is placed in the rotating drum before adding dry material
All of these
(D)
Q.916
The shuttering of a hall measuring 4 m x 5 m, can be removed after
7 days
14 days
5 days
10 days
(A)
Q.917
The dimensions of a 35 litre forma for measuring aggregates by volume, are :
length 30 cm, breadth 25 cm, height 30 cm
length 39 cm, breadth 25 cm, height 32 cm
length 27 cm, breadth 27 cm, height 48 cm
length 220 cm, breadth 25 cm, height 40 cm
(C)
Q.918
Setting time of cement increases by adding
hydrogen peroxide
sodium oxide
calcium chloride
gypsum
(D)
Q.919
Higher workability of concrete is required if the structure is
made with cement concrete
Thick and heavily reinfored.
thin and heavily reinforced
thick and reinfored
(C)
Q.920
Pick up the incorrect statement from the following:
Admixtures accelerate hydration
Admixtures make concrete water proof
Admixtures make concrete acid proof
None of these
(D)
Q.921
Pick up the correct statement from the following:
The concrete gains strength due to hydration of cement
The concrete cured at a temperature below 23°C, gains strength up to 28 days
The concrete does not set at freezing point
All of these
(D)
Q.922
Cement used for normal concrete construction, is obtained by burning a mixture of
Cement used for normal concrete construction, is obtained by burning a mixture of
argilaceous and calcareous materials
silicious and calcareous materials
silicious, argillaceous and calcareous materials
(D)
Q.923
Strength of concrete with passage of time
fluctuates
remains constant.
increases
decreases
(C)
Q.924
A concrete having a slump of 6.5 cm, is said to be
dry
plastic
semi-plastic
earth moist
(B)
Q.925
If the effective plan area of a warehouse is 54 sq. m, and maximum height of piles permitted is 270 cm, the number of cement bags to be stored, is
2200 bags
2400 bags
2700 bags
3000 bags
(C)
Q.926
For a good concrete
aggregates should be hard and durable
cement should be sufficient to produce the required strength
water should be free from organic materials
All of these
(D)
Q.927
Water cement ratio is generally expressed in volume of water required per
20 kg
50 kg
40 kg
30 kg
(B)
Q.928
If the various concrete ingredients i.e. cement, sand and aggregates are in the ratio of 1:3:6, the grade of concrete, is
M 150
M 250
M 200
M 100
(D)
Q.929
To prevent segregation, the maximum height for placing concrete, is
200 cm
150 cm
125 cm
100 cm
(B)
Q.930
A flaky aggregate is said to be elongated if its length is
thrice the mean size
four times the mean size
equal to the mean size
twice the mean size
(D)
Q.931
Ordinary Portland cement is manufactured from
gypsum and lime
pozzolana
lime stone and clay
lime, pozzolana and clay.
(C)
Q.932
Sand requiring a high water cement ratio, belongs to
Zone I
Zone II
Zone III
Zone IV.
(D)
Q.933
. Pick up the incorrect statement from the following. While performing preliminary test on concrete
proportions of the material and water should be the same as to be used at the work site
cement should be mixed by hand in order to maintain uniformity
concrete mix should be stored in air-tight containers
concrete ingredients should be kept at a temperature of 37° ± 2°C
(D)
Q.934
The process of mixing, transporting, placing and compacting concrete using Ordinary Port land Cement should not take more than
60 minutes
90 minutes.
30 minutes
40 minutes
(C)
Q.935
The process of mixing, transporting, placing and compacting concrete using Ordinary Port land Cement should not take more than
60 minutes
90 minutes.
30 minutes
40 minutes
(C)
Q.936
The strength and quality of concrete, depend upon:
surface area of aggregates
surface texture of aggregates
grading of aggregates
All of these
(D)
Q.937
Pick up the correct statement from the following:
Sand obtained from pits, is washed to remove clay and silt
Sand obtained from flooded pits, need not be washed before use
Sea shore sand contains chlorides which cause effloresance
All of these
(D)
Q.938
If the slump of a concrete mix is 60 mm, its workability is
low
high
medium
very low
(C)
Q.939
Workability improved by adding
fly ash
calcium chloride
hydrated lime
All of these
(D)
Q.940
Expansion joints are provided if the length of concrete structures exceeds
15 m
35 m
45 m
None of These
(C)
Q.941
An aggregate which passes through 25 mm I.S. sieve and is retained on 20 mm sieve, is said to be flaky if its least dimension is less than
18.5 mm
13.5 mm.
15.5 mm
16.5 mm
(B)
Q.942
Pozzolanic properties exist in
shales
pumicite
fly ash
All of these
(D)
Q.943
If fineness modulus of sand is 2.5, it is graded as
fine sand
coarse sand
very fine sand
medium sand
(A)
Q.944
Log Angles machine is used to test the aggregate for
impact value
abrasion resistance
crushing strength
water absorption
(B)
Q.945
Non-uniform compaction may cause the concrete
porous
reduced strength
non-homogeneous
All of these
(D)
Q.946
If aggregates completely pass through a sieve of size 75 mm and are retained on a sieve of size 60 mm, the particular aggregate will be flaky if its minimum dimension is less than
20.5 mm
50.5 mm
40.5 mm
30.5 mm
(C)
Q.947
Concrete gains strength due to
chemical reaction of cement with sand and coarse aggregates
evaporation of water from concrete
hydration of cement
All of these
(C)
Q.948
To hydrate 500kg of cement full water needed, is
100 kg
130 kg
120 kg
110 kg
(B)
Q.949
Pick up the correct statement from the following:
The slump of the concrete mix decreases due to an increase in temperature
Angular and rough aggregates reduce the workability of the concrete
Large size aggregates increase the workability due to lesser surface area
All of these
(D)
Q.950
The commercial name of white and coloured cement is
colocrete
silvicrete
rainbow cement
All of these
(D)
Q.951
The aggregate containing moisture in pores and having its suface dry, is known as
dry aggregates
moist aggregates
very dry aggregates
saturated surface dry aggregate
(D)
Q.952
For preparing a test-specimen, it is necessary
to mix cement and fine aggregate by dry hand
to mix coarse aggregates
to mix water to the cement, fine aggregates and coarse aggregates
All of these
(D)
Q.953
For the construction of cement con-certe dams, the maximum permissible size of the aggregates, is
40 mm
70 mm
60 mm
50 mm
(A)
Q.954
The type of aggregates of same nominal size, which contain less voids when compacted, are
irregular
flaky
rounded spherical
All of these
(C)
Q.955
For the construction of R.C.C. slabs, columns, beams, walls, etc. the grade of concrete mix used, is
1 : 3 : 6
1 : 1 : 2
1 : 2 : 4
1 : 1.5 : 3
(C)
Q.956
The type of aggregates not suitable for high strength concrete and for pavements subjected to tension, is
angular aggregate
flaky aggregate
irregular aggregate
rounded aggregate
(D)
Q.957
The void ratio of
single size coarse aggregate is roughly 0.45.
graded coarse aggregate is roughly 0.40
fine aggregate is roughly 0.45
All of these
(D)
Q.958
The operation of removing humps and hollows of uniform concrete surface, is known as
floating
finishing
trowelling
screeding
(D)
Q.959
For concreting tunnel linings, transportation of concrete is done by
containers
pumps
pans
wheel borrows
(B)
Q.960
Pick up the incorrect statemnt from the following. For performing compressive strength test of cement
cement and standard sand mortar are used in the ratio of 1 : 3
A cube mould of 10 cm x 10 cm x 10 cm is used
The perpared moulds are kept in a atmosphere of 90% relative humidity
The temperature of water in the submerged tank for curing moulds, should be 27° ± 2°C.
(B)
Q.961
While designing an air entrained concrete
water cement ratio is reduced
proportion of aggregates is reduced
strength of the concrete, is reduced
All of these
(D)
Q.962
Workability of concrete mix with low water cement ratio is determined by
slump test
compaction factor test
tensile strength test
flexural strength test
(A)
Q.963
The top diameter, bottom diameter and the height of a slump mould are :
10 cm, 20 cm, 30 cm
10 cm, 30 cm, 20 cm
20 cm, 10 cm, 30 cm
20 cm, 30 cm, 10 cm
(A)
Q.964
An ordinary Portland cement when tested for its fineness, should not leave any residue on sieve No. 9, more than
5%
20%
15%
10%
(D)
Q.965
Concrete containing
silicious aggregates, has higher co-efficient of expansion
igneous aggregates, has intermediate coefficient of expansion
lime stones, has lowest co-efficient of expansion
All of these
(A)
Q.966
To obtain a very high strength concrete, use very fine grained
Magnetite
Volcanic scoria.
Granite
Barite
(C)
Q.967
The most useless aggregate is one whose surface texture is
granular
honey combed and porous.
smooth
glassy
(D)
Q.968
Allowable shear strength of concrete, depends upon
shear strength
tensile strength
compressive strength
None of these
(B)
Q.969
The grade of concrete M 150 means that compressive strength of a 15 cm cube after 28 days, is
100 kg/cm2
250 kg/cm2
200 kg/cm2
150 kg/cm2
(D)
Q.970
The bulk density of aggregates, is generally expressed as
tonnes/cubic metre
kg/cubic metre
g/cm3
None of These
(B)
Q.971
High temperature
increases the strength of concrete
decreases the strength of concrete
has no effect on the strength of concrete
None of These
(B)
Q.972
The condition not applicable to water cement ratio law, is
internal moisture conditions on hydration continue till complete strength is gained
concrete specimens may be tested at any temperature
concrete specimens need be of same age
None of these
(B)
Q.973
Joints in concrete structures, are provided
to reduce the tensile stresses likely to be developed due to evaporation of water
to minimize the change in the dimensions of the slab
to minimize the necessary cracking
All of these
(D)
Q.974
Pick up the correct statement from the following:
Calcium chloride acts as a retarder
Calcium chloride acts as an accelerator
Gypsum (calcium sulphate) acts as a retarder
Both (c) and (d)
(D)
Q.975
Pick up the incorrect statement applicable to the field test of good cement.
When one thrusts one's hand into a bag of cement, one should feel warm
The colour of the cement is bluish
A handful of cement thrown into a bucket of water should sink immediately
All of these
(D)
Q.976
Pick up the correct statement from the following:
Water enables chemical reaction to take place with cement
Water lubricates the mixture of gravel, sand and cement
Only a small quantity of water is required for hydration of cement
All of these
(D)
Q.977
Pick up the correct statement from the following:
Broken bricks produce a concrete having good fire resisting qualities
Concrete using sand stones, cracks due to excessive shrinkage
Very hard and close grained crystallined lime stones are suitable aggregates but provide low strength
All of these
(D)
Q.978
The cement whose strength is a little lower than the ordinary cement during the first three months but attains afterwards the same strength, is known as
rapid hardening Portland cement
Portland pozzolana cement
low-heat Portland cement
Portland blast slag cement
(C)
Q.979
The factor which affects workability, is
shape and size of the aggregates
water content and its temperature
grading and surface textures of the aggregates
All of these
(D)
Q.980
Pick up the correct statement from the following:
High percentage of C3S and low percentage of C2S cause rapid hardening
High percentage of C3S and low percentage of C2S make the cement less resistive to chemical attack
Low percentage of C3S and high percentage of C2S contribute to slow hardening
All of these
(D)
Q.981
Saw dust can be rendered chemically inert by boiling it in water containing
potassium chloride
nitric acid
ferrous sulphate
ammonia
(C)
Q.982
Pick up the incorrect statement from the following:
In properly graded aggregates, bulk density is more
In single size aggregates, bulk density is least
In single size aggregates, bulk density is maximum
None of these
(C)
Q.983
According to Water-Cement Ratio Law, the strength of workable plastic concrete
depends upon the amount of water used in the mix
does not depend upon the quality of cement mixed with aggregates
does not depend upon the quanity of cement mixed with aggregates
All of these
(D)
Q.984
Separation of water or water sand cement from a freshly concrete, is known
bleeding
Flooding
segregation
creeping
(A)
Q.985
The ratio of various ingredients (cement, sand, aggregates) in concrete of grade M 200, is
1 : 1.5 : 3
1 : 2 : 4
1 : 3 : 6
1 : 1 : 2
(A)
Q.986
The shrinkage of concrete
is proportional to water content is the mix
is proportional to cement concrete
increases with age of concrete
All of these
(D)
Q.987
The diameter of the Vicat plunger is 10 mm and its length varies from
40 mm to 50 mm
50 mm to 60 mm
20 mm to 30 mm
30 mm to 40 mm
(A)
Q.988
If the engineer-in-charge approves, the 10 cm cubes may be used for the work test of concrete provided maximum nominal size of aggregate, does not exceed
10 mm
25 mm
20 mm
15 mm
(C)
Q.989
Efflorescence in cement is caused due to an excess of
alumina
silica
iron oxide
alkalis
(D)
Q.990
Water cement ratio is
volume of water to that of cement
weight of water to that of cement
weight of concrete to that of water
both (a) and (b) of the above.
(D)
Q.991
Water cement ratio is
volume of water to that of cement
weight of water to that of cement
weight of concrete to that of water
both (a) and (b) of the above.
(D)
Q.992
Pozzolana cement is used with confidence for construction of
Dams
abutments
massive foundations
All of these
(D)
Q.993
Slump test of concrete is a measure of its
compressive strength
impact value.
tensile strength
Consistency
(D)
Q.994
Permissible compressive strength of M 150 concrete grade is
100 kg/cm2
250 kg/cm2
200 kg/cm2
150 kg/cm2
(D)
Q.995
Pick up the incorrect statement from the following:
The degree of grinding of cement, is called fineness
The process of changing cement paste into hard mass, is known as setting of cement
The phenomenon by virtue of which cement does not allow transmission of sound, is known as soundness of cement
The heat generated during chemical reaction of cement with water, is known as heat of hydration
(C)
Q.996
The datum temperature for maturity by Plowman, is
23°C
- 11.7°C
- 5.6°C
0°
(B)
Q.997
Addition of pozzolana to cement
increases heat of hydration
decreases workability
increases strength
None of these
(D)
Q.998
Segregation is responsible for
honey-combed concrete
porous layers in concrete
surface scaling in concrete & sand streaks in concrete
All of these
(D)
Q.999
Pick up the correct statement from the following:
According to the petrological characteristics, concrete aggregates are classified as heavy weight, normal weight and light weight
According to the shape of the particles, concrete aggregates are classified as rounded irregular, angular and flaky
According to the surface texture of the particles, the concrete aggregates are classified as glassy, smooth, granular, rough, crystalline, honey combed and porous
All of these
(D)
Q.1000
If the depth of moist sand in a cylinder is 15 cm and the depth of the sand when fully inundated with water is 12 cm, the bulking of the moist sand, is
12%
25%.
20%
15%
(B)
Q.1001
The light weight aggregates are obtained from
sedimentary rocks
igneous rocks
metamorphic rocks
volcanic source.
(D)
Q.1002
Pick up the correct statement from the following:
Water cement paste hardens due to hydration
During hardening cement binds the aggregates together
Cement provides strength, durability and water tightness to the concrete
all the above.
(D)
Q.1003
The compaction of concrete, improves
durability
density
Strength
all the above.
(D)
Q.1004
A construction joint is provided where
the member is supported by other member all the above.
bending moment is small
shear force is small
All of these
(D)
Q.1005
The maximum thickness of concrete floor of a cement warehouse, is
10 cm
25 cm
20 cm
15 cm
(B)
Q.1006
For an ordinary Portland cement
compressive stress after 7 days, is not less than 175 kg/cm2
soundness varies from 5 to 10 mm
initial setting time is not less than 30 minutes
All of these
(D)
Q.1007
The internal dimensions of a ware house are 15 m x 5.6 m, and the maximum height of piles is 2.70 m, the maximum number of bags to be stored in two piles, are
1500 bags
3000 bags
2000 bags
2500 bags
(B)
Q.1008
The final operation of finishing floors, is known as
screeding
trowelling
floating
All of these
(B)
Q.1009
The percentage of the aggregate of F.M. 2.6 to be combined with coarse aggregate of F.M. 6.8 for obtaining the aggregates of F.M. 5.4, is
40%
60%
50% .
30%
(C)
Q.1010
Pick up the incorrect statement from the following:
A rich mix of concrete possesses higher strength than that a lean mix of desired workability with excessive equantity of water
The strength of concrete decreases as the water cement ratio increases
If the water cement ratio is less than 0.45, the concrete is not workable and causes honey-combed structure
Good compaction by mechanical vibrtions, decreases the strength of concrete
(D)
Q.1011
An aggregate is said to be flaky, if its least dimension is less than
3/4 mean dimension
5/8 mean dimension
3/5 mean dimension
2/3 mean dimension
(C)
Q.1012
Specified compressive strengh of concrete is obtained from cube tests at the end of
7 days
14 days
21 days
28 days
(D)
Q.1013
Specified compressive strengh of concrete is obtained from cube tests at the end of
7 days
14 days
21 days
28 days
(D)
Q.1014
Pick up the correct statement from the following:
Segregation is necessary for a workable concrete
Consistency does not affect the workability of concrete
If the slump increases, workability decreases
If the concrete mix is dry, the slump is minimum
(D)
Q.1015
Pick up the correct statement from the following:
Expansion joints need not be provided in foundation concrete
Expansion joints are provided to accommodate thermal expansion
Construction joints are provided to control shrinkage cracks
All the above.
(D)
Q.1016
For compacting plain concrete road surface of thickness less than 20 cm, we use
screed vibrator
form vibrator
internal vibrator
None of These
(C)
Q.1017
Pick up the correct statement from the following:
Fine sand bulks more than coarse sand
Bulking of sand is caused due to formation of a thin film of surface moisture
With 10% moisture content by weight, the bulking of sand is increased by 50%.
All of these
(D)
Q.1018
Workability of concrete for a given water content is good if the aggregates, are
angular aggregate
flaky aggregates.
rounded aggregate
irregular aggregate
(C)
Q.1019
Proper batching ensures
economy
strength
workability
All of these
(D)
Q.1020
The process of hardening the concrete by keeping its surface moist is known
placing
compacting
curing
wetting
(C)
Q.1021
For batching 1:3:6 concrete mix by volume, the ingredients required per bag of 50 kg cement, are:
70 litres of sand and 120 litres of aggregates
70 kg of sand and 140 litres of aggregates
105 litres of sand and 210 litres of aggregates
105 litres of sand and 140 litres of aggregates
(C)
Q.1022
Percentage of pozzolanic material containing clay upto 80% used for the manufacture of pozzolana cement, is
30%
60%
40%
50%
(A)
Q.1023
For construction of structures in sea water, the cement generally preferred to, is
low heat Portland cement
rapid hardening cement
quick setting cement
Portland-pozzolana cement
(D)
Q.1024
full strength of concrete after
14 days
28 days
21 days
Lifetime increase
(D)
Q.1025
Pick up the incorrect statement from the following:
The axis of the mould is perpendicular to the end faces The internal surface of the mould is kept clean and free from set cement The mould is in the form of a frustum of hexagonal pyramid
The internal surface of the mould is kept clean and free from set cement
The mould is in the form of a frustum of hexagonal pyramid
The bottom and top ends of slump mould are parallel to each other
(C)
Q.1026
Water required per bag of cement, is
14 kg
35 kg
28 kg
21 kg
(B)
Q.1027
The production of impermeable concrete:
thorough mixing of concrete is required
proper compaction of concrete is required
proper curing of concrete is required
All of these
(D)
Q.1028
You are asked to construct a massive dam, the type of cement you will use, is
low heat cement
blast furnace slag cement
ordinary Portland cement
rapid hardening cement
(A)
Q.1029
Pick up the correct statement from the following
Higher workability indicates unexpected increase in the moisture content
Higher workability indicates deficiency of sand
If the concrete mix is dry, the slump is zero
All of these
(D)
Q.1030
Batching error means inaccuracy in the quantity of
aggregates
water
cement
All of these
(D)
Q.1031
Pick up the correct statement from the following:
Lime in excess, causes the cement to expand and disintegrate
Silica in excess, causes the cement to set slowly
Alumina in excess, reduces the strength of the cement
All of these
(D)
Q.1032
Hardening of cement occurs at
rapid rate during the first few days and afterwards it continues to increase at a decreased rate
slow rate during the first few days and afterwards it continues to increase at a rapid rate
uniform rate throughout its age
None of these
(A)
Q.1033
Addition of pozzolana to cement causes
loss of heat of hydration
reduction in bleeding
reduction in permeability
All of these
(D)
Q.1034
Too wet concrete may cause
segregation
weakness of concrete
excessive laitance
All of these
(D)
Q.1035
Addition of pozzolana to ordinary port land cement, causes
reduction in chemical action with sulphates
increase in shrinkage
decrease in early strength
All of these
(D)
Q.1036
Addition of pozzolana to ordinary port land cement, causes
reduction in chemical action with sulphates
increase in shrinkage
decrease in early strength
All of these
(D)
Q.1037
Pick up the correct statement from the following:
The free water is the amount of water added while mixing and the amount of water held on the surface of the aggregates prior to mixing
The total water is the free water and the amount actually absorbed by the aggregates
Neither (a) nor (b)
Both (a) and (b).
(D)
Q.1038
Sieve Nos. 10 mm and 4.75 mm are geneally used for grading of
fine aggregates
coarse aggregates
both (a) and (b)
neither (a) nor (b)
(C)
Q.1039
Ordinary concrete is not used for concrete grade
M 150
M 400
M 250
M 200
(B)
Q.1040
Shrinkage in concrete can be reduced by using
less cement in the concrete
proper concrete mix
low water cement ratio
All of these
(D)
Q.1041
Grading of sand causes great variation in
strength of concrete
durability of concrete
workability of concrete
All of these
(D)
Q.1042
the expansion joints
are provided where plane changes abruptly
are provided to ensure minimum resistance
do not carry reinforcement across them
All of these
(D)
Q.1043
Separation of coarse aggregates from mortar during transportation, is known
bleeding
shrinkage
segregation
creeping
(C)
Q.1044
Construction joints are generally provided in concrete
roads
lining of canals
retaining walls
All of these
(D)
Q.1045
For road pavements, the cement generally used, is
low heat cement
blast furnace slag cement
ordinary Portland cement
rapid hardening cement
(D)
Q.1046
Internal friction between the ingredients of concrete, is decreased by using
fine aggregates
more water and coarse aggregates
less water
rich mix
(B)
Q.1047
The rock which is not calcareous, is :
lime stone
chalk
macl
laterite
(D)
Q.1048
Workability of concrete is measured by
Slump test
Talbot Richard test.
Vicat apparatus test
Minimum void method
(A)
Q.1049
M 150 grade of concrete approximates
1 : 1 :2 mix
1 : 1.5 : 3 mix
1 : 3 : 6 mix
1 : 2 : 4 mix
(D)
Q.1050
Vicat's apparatus is used for
fineness test
soundness test
consistency test
None of These
(C)
Q.1051
Concrete mainly consists of
aggregates & admixture
water
cement
All of these
(C)
Q.1052
Pick up the correct statement from the following:
The weight of ingredients of concrete mix, is taken in kilograms
Water and aggregates are measured in litres
The finished concrete is measured in cubic metres
All of these
(D)
Q.1053
Pick up the correct statement from the following:
The finished concrete is measured in cubic metres
Water and aggregates are measured in litres
The weight of ingredients of concrete mix, is taken in kilograms
All of these
(D)
Q.1054
The high strength of rapid hardening cement at early stage, is due to its
increased lime cement
higher content of tricalcium.
finer grinding
burning at high temperature
(C)
Q.1055
Slump test is done for
clay
concrete
lime
sand
(B)
Q.1056
Transport of concrete by pumps, is done for a distance of
100 m
200 m
300 m
400 m
(D)
Q.1057
Pick up the correct proportions of chemical ingredients of cement
Lime : Silica : Alumina : Iron oxide : 63 : 22 : 6 : 3
Silica : Lime : Alumina : Iron oxide : 63 : 22 : 6 : 3
Alumina : Silica : Lime : Iron oxide : 63 : 22 : 6 : 3
Iron oxide : Alumina : Silica : Lime : 63 : 22 : 6 : 3
(A)
Q.1058
The preliminary test is repeated if the difference of compressive strength of three test specimens, exceeds
5 kg/cm2
12 kg/cm2
10 kg/cm2
15 kg/cm2
(D)
Q.1059
Pick up the correct statement from the following:
Insufficient quantity of water makes the concrete unworkable Excess quantity of water makes the concrete segregated Excess quantity of water causes bleeding in concrete
Insufficient quantity of water makes the concrete mix harsh
Excess quantity of water causes bleeding in concrete
All of these
(D)
Q.1060
The process of proper and accurate measurement of concrete ingredients for uniformity of proportion, is known
grading
batching
mixing
curing
(B)
Q.1061
The process of proper and accurate measurement of concrete ingredients for uniformity of proportion, is known
grading
batching
mixing
curing
(B)
Q.1062
For the construction of cement concrete floor, the maximum permissible size of aggregate, is
6 mm
12 mm
10 mm
8 mm
(C)
Q.1063
Curing a concrete for long period ensures better
strength
water tightness and durability
water resistance
all the above.
(D)
Q.1064
If 20 kg of coarse aggregate is sieved through 80 mm, 40 mm, 20 mm, 10 mm, 4.75 mm, 2.36 mm, 1.18 mm, 600 micron, 300 micron and 150 micron standard sieves and the weights retained are 0 kg, 2 kg, 8 kg, 6 kg, 4 kg respectively, the fineness modulus of the aggregate, is
7.30
7.45
7.40
7.35
(C)
Q.1065
Workability improved by adding
air-entraining agent
oily-agent
foaming agent
All of these
(D)
Q.1066
Workability improved by adding
air-entraining agent
foaming agent
oily-agent
all the above.
(D)
Q.1067
To ensure constant moisture content in aggregates
conical heaps of aggregates should be avoided to prevent moisture variation
height of each aggregate pile should not exceed 1.50 m
aggregate pile should be left for 24 hours before aggregates are used
all the above.
(D)
Q.1068
The ratio of the length to breadth of a wooden float, is
5.5
8.5
7.5
6.5
(C)
Q.1069
The increased cohesiveness of concrete, makes it
more liable for surface scaling in frosty weather
less liable to segregation
more liable to segregation
more liable to bleeding
(B)
Q.1070
The following proportion of the ingredients of concrete mix, is not in conformation to arbitrary method of proportioning
1 : 2 : 4
1 : 4 : 10
1 : 2 : 8
1 : 3 : 6
(B)
Q.1071
An aggregate is said to be flaky if its least dimension is less than
1/5th of mean dimension
4/5th of mean dimension
3/5th of mean dimension
2/5th of mean dimension
(C)
Q.1072
Construction joints are provided
in concrete wall at sill level of windows
where B.M. and S.F. are small
where the member is supported by other member
All of these
(D)
Q.1073
While compacting the concrete by a mechanical vibrator, the slump should not exceed
2.5 cm
10 cm
7.5 cm
5.0 cm
(D)
Q.1074
Curing
preserves the properties of concrete
reduces the shrinkage of concrete
reduces the shrinkage of concrete
All of these
(D)
Q.1075
The bulk density of aggregates does not depend upon :
size and shape of the container
specific gravity of aggregates
grading of aggregates
None of these
(A)
Q.1076
Proper proportioning of concrete, ensures
desired durability
desired strength and
workability & water tightness of the structure
All of these
(D)
Q.1077
The maximum amount of dust which may be permitted in aggregates is
5% of the total aggregates for low workability with a coarse grading
10% of the total aggregates for low workability with a fine grading
20% of the total aggregates for a mix having high workability with fine grading
All of these
(D)
Q.1078
Permissible compressive strength of M 300 concrete grade is
150 kg/cm2
300 kg/cm2
250 kg/cm2
200 kg/cm2
(B)
Q.1079
To obtain cement dry powder, lime stones and shales or their slurry, is burnt in a rotary kiln at a temperature between
1100° and 1200°C
1300° and 1400°C
1200° and 1300°C
1400° and 1500°C
(D)
Q.1080
.Hydration of cement is due to chemical action of water with
Tricalcium silicate and dicalcium silicate
Dicalcium silicate and tricalcium aluminate
Tricalcium aluminate and tricalcium alumino ferrite
All of these
(A)
Q.1081
After casting, an ordinary cement concrete on drying
expands
shrinks
mix
None of These
(B)
Q.1082
The risk of segregation is more for
wetter mix
coarser grading
larger proportion of maximum size aggregate
All of these
(A)
Q.1083
The mixture of different ingredients of cement, is burnt at
1000°C
1600°C
1400°C
1200°C
(C)
Q.1084
For ensuring quality of concrete, use
two sized aggregate
graded aggregates
single sized aggregates
coarse aggregates.
(B)
Q.1085
M10 grade of concrete approximates
1 : 3 : 6 mix
1 : 2 : 4 mix
1 : 1 : 2 mix
1 : 1.5 : 3 mix
(A)
Q.1086
If the compaction factor is 0.95, the workability of concrete is
extremely low
very low
high
None of these
(C)
Q.1087
Under normal conditions using an ordinary cement, the period of removal of the form work, is
7 days for beam soffits
14 days for bottom slabs of spans 4.6 m and more
21 days for bottom beams over 6 m spans
All of these
(D)
Q.1088
For quality control of Portland cement, the test essentially done is
setting time
tensile strength
soundness
All of these
(D)