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Gate Mock Test Civil Engineering (CE)- 10 - Civil Engineering (CE)


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65 Questions MCQ Test GATE Civil Engineering (CE) 2023 Mock Test Series - Gate Mock Test Civil Engineering (CE)- 10

Gate Mock Test Civil Engineering (CE)- 10 for Civil Engineering (CE) 2023 is part of GATE Civil Engineering (CE) 2023 Mock Test Series preparation. The Gate Mock Test Civil Engineering (CE)- 10 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The Gate Mock Test Civil Engineering (CE)- 10 MCQs are made for Civil Engineering (CE) 2023 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for Gate Mock Test Civil Engineering (CE)- 10 below.
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Gate Mock Test Civil Engineering (CE)- 10 - Question 1

Getting to the top is __________ than staying on the top.

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 1
Since the blank is followed by 'than', we need the comparative form of 'easy' which is 'easier'.
Gate Mock Test Civil Engineering (CE)- 10 - Question 2

Directions: Select the option that depicts how the given transparent sheet of paper would appear, if it is folded at the dotted line.

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 2

In the first figure, we assume that we have cut the paper from the dotted line and lined the edges with the other piece. Now, if we place the cut part back onto the other half, we would get this image.

Gate Mock Test Civil Engineering (CE)- 10 - Question 3

In a company, 35% of the employees drink coffee, 40% of the employees drink tea and 10% of the employees drink both tea and coffee. What % of employees drink neither tea nor coffee?

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 3
C → Coffee → % of employees who drink coffee = 35%

T → Tea → % of employees who drink tea = 40%

% of employees who drink both tea and coffee = 10%

→ % of employees who drink neither tea nor coffee

= 100% - (25% + 10% + 30%)

= 35% (∵ From the Venn diagram)

Gate Mock Test Civil Engineering (CE)- 10 - Question 4

Directions: In this question, the second figure of the problem figures bears a certain relationship to the first figure. Similarly, one of the figures in the answer figures bears the same relationship to the third problem figure. You have to select the figure from the set of answer figures which would replace the sign of the question mark (?).

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 4
Problem figure (2) is the mirror image of problem figure (1), but with inverse operations. Hence, to get the missing figure, the operations in problem figure (3) will become opposite, that is, '÷' will become '×' and vice versa.

Gate Mock Test Civil Engineering (CE)- 10 - Question 5

Four persons P, Q, R and S are to be seated in a row, all facing the same direction, but not necessarily in the same order. P and R cannot sit adjacent to each other. S should be seated to the right of Q. The number of distinct seating arrangements possible is:

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 5
According to the given information,

Total number of ways = 2 + 2 + 2 = 6

The number of distinct seating arrangements possible is 6.

Gate Mock Test Civil Engineering (CE)- 10 - Question 6

Directions: Read the given information carefully and answer the question that follows.

An automobile plant contracted to buy shock absorbers from two suppliers X and Y. X supplies 60% and Y supplies 40% of the shock absorbers. All shock absorbers are subjected to a quality test. The ones that pass the quality test are considered reliable. Of X's shock absorbers, 96% are reliable. Of Y's shock absorbers, 72% are reliable.

The probability that a randomly chosen shock absorber, which is found to be reliable, being made by Y, is

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 6

Gate Mock Test Civil Engineering (CE)- 10 - Question 7

Consider two rectangular sheets, sheet M and sheet N of dimensions 6 cm × 4 cm each.

Folding operation 1: The sheet is folded into half by joining the short edges of the current shape.

Folding operation 2: The sheet is folded into half by joining the long edges of the current shape.

Folding operation 1 is carried out on sheet M three times.

Folding operation 2 is carried out on sheet N three times.

The ratio of perimeters of the final folded shape of sheet N to the final folded shape of sheet M is ______.

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 7

Gate Mock Test Civil Engineering (CE)- 10 - Question 8

Directions: Find the sum to n terms of the series.

10 + 84 + 734 + ___

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 8
The given series is 10 + 84 +734 +...........+ n terms

= (9 + 1) + (92 + 3) + (93 +5) +(94+7) + ……………. n terms

=(9 +92 + 93 + …………….n terms ) + ( 1+ 3 + 5 + 7 …….. n terms)

Gate Mock Test Civil Engineering (CE)- 10 - Question 9

A function,λ , is defined by

The value of the expression is:

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 9

Gate Mock Test Civil Engineering (CE)- 10 - Question 10

If a = -5, b = -6 and c = 10, then the value of is

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 10

As we known that

 

= -(a+b+c)

= -(-5 +6 + 10)

= -(-1)

= 1

Gate Mock Test Civil Engineering (CE)- 10 - Question 11

The noise from an aeroplane engine 100 m from an observer is 40 dB in intensity. The ratio of intensity of sound at 2 km will be x : 1. Find the value of x. (Answer up to the nearest integer)


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 11

Gate Mock Test Civil Engineering (CE)- 10 - Question 12

The value of is.

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 12

Applying L'Hospital's rule,

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 10 - Question 13

Calculate the pavement thickness(in cm) of base course by triaxial test method using the following data:

Wheel load = 4100 kg

Radius of contact area = 15 cm

Traffic Co-efficient, X = 1.5

Rainfall Co-efficient, Y = 0.9

Design deflection,Δ = 0.25 cm

E - Value of sub-grade soil, Es = 100 kg/cm2

E - Value of base course material, Eb = 400 kg/cm2


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 13

= 104.64 0.63

= 65.9 cm

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 10 - Question 14

The void ratio of a clay soil sample M decreased from 0.575 to 0.510 when the applied pressure is increased from 120 kPa to 180 kPa. For the same increment in pressure, the void ratio of another clay soil sample N decreases from 0.600 to 0.550. If the ratio of hydraulic conductivity of sample M to sample N is 0.125, then the ratio of the coefficient of consolidation of sample M to sample N (round off to three decimal places) is ________.


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 14
e)M = 0.575 - 0.510 = 0.065

Change in pressure (Δσ) = 180 kPa - 120 kPa = 60 kPa

e)N = 0.600 - 0.550 = 0.05

Hydraulic conductivity

We known that

Coefficient of volume compressibility (mv) =

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 10 - Question 15

A crest vertical curve joins two gradients of +3% and -2% for a design speed of 80 km/h and the corresponding stopping sight distance of 120 m. The height of driver's eye and the object above the road surface are 1.20 m and 0.15 m, respectively. The curve length (which is less than stopping sight distance (in m)) to be provided is (Answer up to the nearest integer)


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 15

When L < SSD,

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 10 - Question 16

A lake has a maximum depth of 60 m. If the mean atmospheric pressure in the lake region is 91 kPa and the unit weight of the lake water is 9790 N/m3, the absolute pressure (in kPa, round off to two decimal places) at the maximum depth of the lake is _______.


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 16
Mean atmosphere = 91 kPa

Unit weight of water = 9790 N/m3

Absolute pressure at maximum depth = Po + pg h

= 91 kPa + (9790) × 60/1000

= 91 + 587.4

= 678.4 kPa

Gate Mock Test Civil Engineering (CE)- 10 - Question 17

Match List I with List II and select the correct answer using the codes given below the lists:

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 17
  • Normal strain is defined as deformation per unit length.

Normal strain , ∊ = δ/L

  • For homogeneous and isotropic material, elongation/(contraction) produced by axial any force in the direction of force is accompanied by contraction/(elongation) in all transverse direction and all such contractions (elongations) are same.

  • Poisson's ratio (μ) = Lateral strain/Axial strain

  • Young's modulus = Stress/ Strain (within elastic limit)

Gate Mock Test Civil Engineering (CE)- 10 - Question 18

Read the statements given below:

(i) Values of the wind profile exponent for the 'very unstable' atmosphere is smaller than the wind profile exponent for the 'neutral' atmosphere.

(ii) Downwind concentration of air pollutants due to an elevated point source will be inversely proportional to the wind speed.

(iii) Value of the wind profile exponent for the 'neutral' atmosphere is smaller than the wind profile exponent for the 'very unstable' atmosphere.

(iv) Downwind concentration of air pollutants due to an elevated point source will be directly proportional to the wind speed.

Select the correct option.

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 18
(a) For statement 4 and statement 2

According to Fick's law of diffusion,

It is assumed that the plume has a Gaussian distribution in both z (vertical) and y (horizontal) direction.

The concentration of a gas or aerosol (< 20)="" calculated="" at="" ground="" level="" for="" a="" distance="" downward="" x="" is="" given="" />

Where,

C is the concentration of pollutant,

U is mean wind speed,

σy is the standard deviation of horizontal plume concentration, in the crosswind direction,

σx is the standard deviation of horizontal plume concentration, in the vertical direction,

H is effective stack height (m),

X is the downward distance along the plume mean centerline from a point source (m),

Y is crosswind distance from the centerline of the plume (m),

From the relation, we can see that the downwind concentration of air pollutants due to an elevated point source is not directly proportional to the wind speed.

Whereas it is inversely proportional to concentration.

Statement 4 is false and statement 2 is true.

(b) Category

A – Extremely unstable

B – Moderately unstable

C – Slightly unstable

D – Neutral

E – Slightly stable

F – Moderately Stable

For neutral (D) velocity > For very unstable (A),

The value of the wind profile exponent for the 'very unstable' atmosphere is smaller than the wind profile exponent for the 'neutral' atmosphere

Statement 4 is false whereas statement 1 is true.

Gate Mock Test Civil Engineering (CE)- 10 - Question 19

A one-storeyed rigid portal frame, ABCD, carries loads P and Q as shown in the figure. It is hinged at the two supports A and D.

The structure is statically

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 19
Correct Answer: indeterminate to the first degree
Gate Mock Test Civil Engineering (CE)- 10 - Question 20

Relationship between traffic speed and density is described using a negatively sloped straight line. If vf is the free-flow speed, then the speed at which the maximum flow occurs is

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 20
As per green shields model,

Maximum capacity occurs at the 1/2 × maximum speed

Gate Mock Test Civil Engineering (CE)- 10 - Question 21

The allowable shear stress in stiffened webs of mild steel beams decreases with

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 21
For unstiffened webs the permissible shear stress,Tva = 0.4 fy

For stiffened web:

(i) For webs where distance between vertical stiffeners (c) is less than 'd'

(ii) For webs where distance between vertical stiffeners (c) is more than 'd'

Thus, with increased spacing between vertical stiffeners,Tva decreases.

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 10 - Question 22

A 12-hour unit hydrograph (of 1 cm excess rainfall) of a catchment is of a triangular shape with a base width of 144 hour and a peak discharge of 23 m3/s. The area of the catchment (in km2, round off to the nearest integer) is __________.


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 22

Area under unit hydrograph = Area of 12 hr hydrograph × Catchment area

1/2 × 23 (m3/sec) × 144 × (60 × 60) sec = A × 106 × 1/100

A = 596.16 km2

Area of catchment

Gate Mock Test Civil Engineering (CE)- 10 - Question 23

For two plates of equal thickness, full strength of fillet weld can be ensured if its maximum size, for square edge, is limited to

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 23
The maximum size of a fillet weld is obtained by subtracting 1.5 mm from the thickness of the thinner member to be jointed. This specification limits the size of the fillet weld so that total strength may be developed without over-stressing the adjacent metal.
*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 10 - Question 24

An elevated cylindrical water storage tank is shown in the figure. The tank has inner diameter of 1.5 m. It is supported on a solid steel circular column of diameter 75 mm and total height (L) of 4 m. Take water density = 1000 kg/m3 and acceleration due to gravity = 10 m/s2.

If elastic modulus (E) of steel is 200 GPa, ignoring self-weight of the tank, for the supporting steel column to remain unbuckled, the maximum depth (h) of the water permissible (in m, round off to one decimal place) is _______.


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 24
Condition for no buckling is

Maximum weight of water < buckling="" load="" of="" the="" column="" volume="" ×="" />

Gate Mock Test Civil Engineering (CE)- 10 - Question 25

While applying the Winter and Pei's method of analysis to folded plates, ______________.

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 25
displacement of the junction of hipped plate can be ignored if the span/depth ratio is less than 4
*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 10 - Question 26

A perfectly flexible and inextensible cable is shown in the figure (not to scale). The external loads at F and G are acting vertically.

The magnitude of tension in the cable segment FG (in kN, round off to two decimal places) is ____


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 26

By solving equations (1) and (2),

FBD of EF:

Let us consider section (1)-(1)

Left side

Gate Mock Test Civil Engineering (CE)- 10 - Question 27

If a > 0 and discriminant of ax2 + 2bx + c is negative, then

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 27
Since discriminant of ax2 + 2bx + c is negative ⇒ b2 - ac < 0,="" a="" /> 0 ....(1)

Applying the transformation R1 = xR1, we get

R1= R1 + R2 gives

R1=R1 - R3 gives

= - ve (from equation (1)

Gate Mock Test Civil Engineering (CE)- 10 - Question 28

The smallest eigen value and the corresponding eigen vector of the matrix , respectively, are

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 28

Characteristic equation is

Gate Mock Test Civil Engineering (CE)- 10 - Question 29

For the differential equation dy/dt + 5y = 0, with y(0) = 1, the general solution is

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 29

Gate Mock Test Civil Engineering (CE)- 10 - Question 30

A prismatic steel beam is shown in the figure.

The plastic moment, Mp calculated for the collapse mechanism using static method and kinematic method is

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 30
Static method

Kinematic method

In both the methods Mp = 2PL/9

Gate Mock Test Civil Engineering (CE)- 10 - Question 31

A bed of sand consists of three horizontal layers of equal thickness. The value of Darcy's K for the upper and lower layers is 1 x 10-2 cm/sec and that for the middle layer is 1 x 10-1 cm/sec. The ratio of the permeability of the bed in the horizontal direction to that in the vertical direction is

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 31

Gate Mock Test Civil Engineering (CE)- 10 - Question 32

A rectangular open channel of 6 m width is carrying a discharge of 20 m3/s. Consider the acceleration due to gravity as 9.81 m/s2 and assume water as incompressible and inviscid. The depth of flow in the channel at which the specific energy of the flowing water is minimum for the given discharge will then be

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 32

Discharge (Q) = 20 m3/sec

Discharge per metre with (q) = Q/B = 20/6 = 3.33 m3/s/m

At critical depth, the specific energy of water is minimum.

For rectangular channel,

Critical path :

Gate Mock Test Civil Engineering (CE)- 10 - Question 33

The ratio of the average load to the installed capacity of the plant whose reserve capacity is zero will be equal to

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 33
If the maximum demand on the plant is equal to the plant capacity (or also called installed capacity), then load factor and plant capacity factor will have the same value.
*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 10 - Question 34

A prismatic fixed-beam, modeled with a total lumped-mass of 10 kg as a single degree of freedom (SDOF) system is shown in the figure.

If the flexural stiffness of the beam is 4π2 kN/m, its natural frequency of vibration (in Hz, in integer) in the flexural mode will be ___________.


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 34

Natural frequency = 10 Hz

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 10 - Question 35

Cross-section of a column consisting of two steel strips, each of thickness t and width b is shown in the figure below. The critical loads of the column with perfect bond and without bond between the strips are P and P0 respectively. The ratio P/Po is (Answer up to the nearest integer)


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 35
Without bond, each column behaves like single column and p0 will sum the load taken by two columns.

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 10 - Question 36

The internal (di) and external (do) diameters of a Shelby sampler are 48 mm and 52 mm, respectively.

The area ratio (Ar) of the sampler (in %, round off to two decimal places) is ________.


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 36
Internal diameter (di) = 48 mm

Internal diameter (do) = 52 mm

Gate Mock Test Civil Engineering (CE)- 10 - Question 37

A flexural member bends with constant radius of curvature throughout its length having sectional and material properties shown below. The bottom fibre of member is under tension because of bending. Radius of the Mohr's circle and maximum shear stress for an stress element at P are

(Given: E = Young's modulus)

Radius of the Mohr's circle and maximum shear stress for an stress element at P are

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 37

So, Mohr's circle is

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 10 - Question 38

An activated sludge process (ASP) is designed for secondary treatment of 7500 m3/day of municipal wastewater. After primary clarifier, the ultimate BOD of the influent, which enters into ASP reactor is 200 mg/L. Treated effluent after secondary clarifier is required to have an ultimate BOD of 20 mg/L. Mix liquor volatile suspended solids (MLVSS) concentration in the reactor and the underflow is maintained as 3000 mg/L and 12000 mg/L, respectively. The hydraulic retention time and mean cell residence time are 0.2 day and 10 days, respectively. A representative flow diagram of the ASP is shown below.

The underflow volume (in m3/day, round off to one decimal place) of sludge wastage is _________.

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 38

By neglecting XE,

QW = 37.5 m3 / day

Gate Mock Test Civil Engineering (CE)- 10 - Question 39

If the velocity, bulk modulus of elasticity and the mass density of a fluid are denoted by U, K and ρ respectively, then the Mach number is given by

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 39

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 10 - Question 40

A rectangular cross-section of a reinforced concrete beam is shown in the figure. The diameter of each reinforcing bar is 16 mm. The values of modulus of elasticity of concrete and steel are 2.0 × 104 MPa and 2.1 × 105 MPa, respectively.

The distance of the centroidal axis from the centerline of the reinforcement (x) for the uncracked section (in mm, round off to one decimal place) is __________


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 40

Es = 2.1 × 105 MPa

EC = 2 × 104 MPa

Calculation of N. A.

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 10 - Question 41

As per IRC - recommendation, the average level of illumination (in lux) on important roads carrying fast traffic is (Answer up to the nearest integer)


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 41
As per IRC - recommendation, the average level of illumination on important roads carrying fast traffic is 10 lux.

This is a standard value given by the Indian Road Congress.

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 10 - Question 42

In a three-phase signal system design for a four-leg intersection, the critical flow ratios for each phase are 0.18, 0.32, and 0.22. The total loss time in each of the phases is 2s. As per Webster's formula, the optimal cycle length (in s, round off to the nearest integer) is ________.


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 42
Given, critical flow ratios

y1 = 0.18, y2 = 0.32 and y3 = 0.22

Loss time in each phase = 2 seconds

Number of phases = 3

Total lost time = 3 × 2 = 6 seconds

y = y1 + y2 + y3 = 0.18 + 0.32 + 0.22 = 0.72

As per Webster‟s formula,

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 10 - Question 43

The capacity (in kN) of a single ISA 100 mm x 100 mm x 10 mm as tension member connected by one leg only using 6 rivets of 20 mm diameter is _______. (Answer up to the nearest integer)


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 43

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 10 - Question 44

A fire hose nozzle directs a steady stream of water of velocity 50 m/s at an angle of 45° above the horizontal. The stream rises initially but then eventually falls to the ground. Assume water as incompressible and inviscid. Consider the density of air and the air friction as negligible and assume the acceleration due to gravity as 9.81 m/s2. The maximum height (in m, round off to two decimal places) reached by the stream above the hose nozzle will then be __________.


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 44

Equation of motion in y-direction:

Vf ➡ Final velocity

Vi ➡ Initial velocity

At S = H, Vfy = 0, a = -g

Viy = Vo sin45°

Substituting values in equation (1),

0 = (V sin 45)2 + 2(-g) H

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 10 - Question 45

If the Euler load for a steel column is 1000 kN and crushing load is 1500 kN, the Rankine load (in kN) is equal to ______.(Answer up to the nearest integer)


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 45
Rankine load P is given by

= 600 KN

Gate Mock Test Civil Engineering (CE)- 10 - Question 46

The unit normal vector to the surface x2 + y2 + z2 - 48 = 0 at the point (4, 4, 4) is

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 46
Let Φ = x2 + y2 + z2 - 48 = 0 be given surface, then

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 10 - Question 47

An RCC beam 230 mm × 450 mm (effective) is supported over an effective span of 6 m and it can carry 16 Φ 4 bars, provided in tension. Consider M-15 concrete and E 415 steel. Find the working u.d.l.(in kN/m). (Answer up to one decimal place)


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 47
b = 230 mm, d = 450 mm, Ast = = 804.25 mm

=233.79 mm

Gate Mock Test Civil Engineering (CE)- 10 - Question 48

For a given traverse, latitudes and departures are calculated and it is found that sum of latitudes is equal to +2.1 m and the sum of departures is equal to -2.8 m. The length and bearing of the losing error, respectively, are

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 48
Sum of latitudes (ΣL) = +2.1 m

Sum of departures (ΣD) = -2.8 m

Gate Mock Test Civil Engineering (CE)- 10 - Question 49

Consider the following statements concerning engineering geology:

  1. Dams on sedimentary impervious strata dipping upstream will be unsafe.
  2. In general, igneous rocks are hard and are suitable for construction of large hydraulic structures.
  3. Construction of a major dam must be preceded by thorough geotechnical investigations.
  4. Construction of dams is never indicated in any active zone of seismicity.

Which of the above statements are correct?

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 49

Engineering Geology is the science of Earth (Ego-Earth, logos-study of science). This deals with the application of geological knowledge in the field of civil engineering for execution of safe, stable and economics construction like dams, bridges and tunnels.

Gate Mock Test Civil Engineering (CE)- 10 - Question 50

A frame EFG is shown in the figure. All members are prismatic and have equal flexural rigidity. The member FG carries a uniformly distributed load w per unit length. Axial deformation of any member is neglected.

Considering the joint F being rigid, the support reaction at G is

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 50
As per energy method,

Compatibility condition ძU/ ძR = 0

M = Bending moment at x - x = 2x - 2w.x x/2. = Rx - w.x2/2

Total strain energy:

Gate Mock Test Civil Engineering (CE)- 10 - Question 51

A three-phase traffic signal at an intersection is designed for flows shown in the figure below. There are six groups of flows identified by the numbers 1 to 6. Among these, 1, 3, 4 and 6 are through flows and 2 and 5 are right turning. Which of the given phasing schemes, as shown in the table, is not feasible?

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 51

Under combination choice R, in phase II, 1 and 3 cannot move simultaneously. Also in phase III, 4 and 6 cannot move simultaneously.

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 10 - Question 52

The activity details for a small project are given in the Table.

The total time (in days, in integer) for project completion is _________.


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 52

The critical path is:

A - C - E - G - H

Total duration = 6 + 14 + 12 + 16 + 8 = 56 days

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 10 - Question 53

If an SPT test gave the average blow count of 32 in fine sand below water table, what is the corrected value of blow count? (Answer up to one decimal place)


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 53
Corrected value of blow count = 15 + (1/2) (32 - 15) = 23.5
Gate Mock Test Civil Engineering (CE)- 10 - Question 54

In general, CORRECT sequence of surveying operations is

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 54
(i) Surveying in the science of determining the relative positions on ground, along with their elevations.

(ii) The relative positions are determined by measuring horizontal distances, horizontal angles, vertical distances and vertical angles. For this, various instrument are needed.

(iii) The entire work stages of survey operation in civil engineering may be divided into the following three stages:

  • Field work

  • Office work

  • Care and adjustment of instruments

Field work:

(i) The field work consists of the measurement of all the necessary horizontal and vertical distances, horizontal and vertical angles, elevations, etc., and keeping a systematic record of what has been done in a field book. Fieldwork is further subdivided into;

  • Reconnaissance

  • Field measurements

  • Observations field record

Office Work:

(i) The office work of a surveyor consists of three types based on the field records.

  • Drafting

  • Computing

  • Designing.

Care and adjustment of instruments:

A great care is required to handle the survey instruments in both field and office. A beginner should always be made familiar with care and adjustment of the instruments and their limitations. Precise instruments like theodolite, level, prismatic compass, etc. need more care than the equipment such as chains, arrows, ranging rods, etc.

So, the correct sequence of surveying operation is:

Reconnaissance → Field observations → Data analysis → Map making

Gate Mock Test Civil Engineering (CE)- 10 - Question 55

Given that

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 55

The characteristic polynomial of A is:

By Cayley-Hamilton theorem, (Every square matrix satisfied its characteristic equation)

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 10 - Question 56

The value (round off to one decimal place) of dx is _______.


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 56

⇒ f(-x) = -xe-|x|

⇒ -xe-|x| = -f(x)

Gate Mock Test Civil Engineering (CE)- 10 - Question 57

Directions: The question given below contains two statements, Statement (I) and Statement (II). Mark the correct choice according to the following instructions.

Statement (I): The term odour intensity to determine extent of odour and taste in a sample of water is related with threshold odour.

Statement (II): Threshold odour number is the dilution ratio at which the odour is hardly detectable.

explanation of Statement (I)

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 57
First statement defines the term and second statement is also true, but the second statement also defines another term which is not the explanation of first.
*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 10 - Question 58

A grit chamber of rectangular cross-section is to be designed to remove particles with diameter of 0.25 mm and specific gravity of 2.70. The terminal settling velocity of the particles is estimated as 2.5 cm/s. The chamber is having a width of 0.50 m and has to carry a peak wastewater flow of 9720 m3/d giving the depth of flow as 0.75 m. If a flow-through velocity of 0.3 m/s has to be maintained using a proportional weir at the outlet end of the chamber, the minimum length of the chamber (in m, in integer) to remove 0.25 mm particles completely is __________.


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 58
Diameter of particle (d0) = 0.25 mm

Specific gravity (Gs) = 2.7

Lmin = 0.3 m/s × 30 = 9 m

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 10 - Question 59

A light house of height 120 m is just visible above the horizon from a ship. The correct distance (in km) between the ship and the light house, considering combined correction for curvature and refraction, is
(Answer up to three decimal places)


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 59

According to the question,
Combined correction height = 0.0673 d2


d = 42.226 km
So, the correct distance (in km) between the ship and the light house, considering combined correction for curvature and refraction, is 42.226 km.

Gate Mock Test Civil Engineering (CE)- 10 - Question 60

Strain hardening of structural steel means

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 60

(i) A is limit of proportionality beyond which linear variation ceases.

(ii) B is elastic limit, the maximum stress up to which a specimen regains its original length on the removal of the applied load.

(iii) C is upper yield point. The magnitude of the stress corresponding to C depends on the cross-sectional area, shape of the specimen and type of equipment used to perform the test. It has no practical significance

(iv) D is lower yield point. This is also called actual yield point

(v) DE represents strain hardening. In this range, further addition of stress (more than yield stress) gives additional strain. However, strain increases with faster rate in this region. The material in this range changes its atomic and crystalline structure, resulting in increased to further deformation.

(vi) E is ultimate point. The stress corresponding to this point is ultimate stress and the corresponding strain is about 20% for mild steel.

(vii) F is fracture point. Stress corresponding to this is called breaking stress and strain is called fracture strain.

(viii) Region between E and F is the necking region in which the area of cross-section is drastically decreased.

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 10 - Question 61

A 12 mm thick plate is connected to two 8 mm plates, on either side through a 16 mm diameter power driven field rivet as shown in the figure below. Assuming permissible shear stress as 90 MPa and permissible bearing stress as 270 MPa in the rivet, the rivet value (in kN) of the joint is (Answer up to three decimal places)


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 61

Double shear-
Diameter of the rivet = 16 mm
Rivet value is the least of value either failure of rivet in shear or in bearing.
In shear (double):
= 2 × (π/4) × (16 + 1.5)2 × 90 N
= 43.295 kN
In bearing:
= 12 × (16 + 1.5) × 270 N
= 56.7 kN
So, rivet value = 43.295 kN

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 10 - Question 62

A horizontal angle ፀ is measured by four differential surveyors multiple times and the values reported are given below

The most probable value of the angle ፀ (in degrees, rounded off to two decimal places) is ______.


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 62

Most probable value (MPN) = Σwx/ Σw = 6840/19 = 36°

Gate Mock Test Civil Engineering (CE)- 10 - Question 63

Two persons throw a pair of dice alternately till, one gets a total of 9 and wins the game. If A takes the first throw, then the probability that A wins the game is

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 63
P( win ) = 4/36 = 1/9

P( loss ) = 8/9

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 10 - Question 64

A propped cantilever beam XY, with an internal hinge at the middle, is carrying a uniformly distributed load of 10 kN/m, as shown in the figure.

The vertical reaction at support X (in kN, in integer) is _______.


Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 64

As we know, a internal hinge bending moment is zero.

BM at Z = 0

Ry × 2 - 10 × 2 ×2/2 = 0

Ry × 2 = 10

Rx = 40 - Ry

Rx = 40 - 10 = 30 kN

Gate Mock Test Civil Engineering (CE)- 10 - Question 65

In the matrix equation Px = q, which of the following is a necessary condition for the existence of at least one solution for the unknown vector x?

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 10 - Question 65
According to Rouche's theorem, the system is consistent if and only if the co-efficient matrix and the augmented matrix are of the same rank, otherwise the system is inconsistent.
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