GATE 2022 Civil Engineering Mock Test

Tens of thousands of Civil Engineering graduates attend the GATE exam in CE in order to pursue their dreams. The Graduate aptitude Exam in Engineering is one of the most important of all the entrance examinations conducted in the country. As the GATE exam is conducted on an All India basis year after year by any one of the seven Indian Institutes of Technology or the Indian Institute of Sciences, the conducting body holds the authority. As for GATE 2022, the examination will be held tentatively in February by IIT Kharagpur at various examination centres. As the early birds have already started the exam preparations, here is a quick GATE 2022 Civil Engineering Mock Test to boost up the process. Check out the complete article for more details.

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GATE 2022 Civil Engineering Mock Test

The Ministry of Human Resource Development conducts the Graduate Aptitude Test in Engineering (GATE) for those engineers who wish to take up post graduation or aim for a job in any PSU. This year, the Indian Institute of Technology, Kharagpur will host the GATE across the nation. As the first step, the conducting institute has already released the online registration from September 02, 2021. As per the information available at present the GATE 2022 will be held at different exam centers on February 5, 6, 12, and 13. So, the aspirants must start the preparation for the examination now itself and start considering it seriously. GATE 2022 will not be an easier nut to crack if the preparation is not done accurately. So, it is always wise to resort to mock tests during the preparation. In this article, we will give a GATE 2022 CE Free Test Series to our readers!

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GATE 2022 Civil Engineering Test Series

Mock tests make an integral part of any competitive eczema preparation. Currently, the situation is such that if you do not take up a sufficient number of mock tests, your preparation for the examination is not going to be completed. So, in this article, we will give our readers an access to GATE 2022 CE Free Test Series. Check it out here!

GATE 2022 Civil Engineering Online Test Series

• Maximum size of a fillet weld for a plate of square edge is

1. 1.5 mm less than the thickness of the plate
2. one half of the thickness of the plate
3. thickness of the plate itself
4. 1.5 mm more than the thickness of the plate

• On sag (or valley) curves the available sight distance is determined based on :

1. design speed
2. height of obstacle
3. height of driver eye
4. night-time driving conditions

• The span to depth ratio limit is specified in IS : 456-1978 for the reinforced concrete beams, in order to ensure that the

1. tensile crack width is below a limit
2. shear failure is avoided
3. stress in the tension reinforcement is less than the allowable value
4. deflection of the beam is below a limiting value

• Some of the structural strength of a clayey material that is lost by remoulding is slowly recovered with time. This property of soils to undergo an isothermal gel-to-soil-to-gel transformation upon agitation and subsequent rest is termed :

1. Isotropy
2. Anisotropy
3. Thixotropy
4. Allotropy

• Is 459-1978 recommends to provide certain minimum steel in a RCC beam

1. to ensure compression failure
2. to avoid rupture of steel in case a flexural failure occurs
3. to hold the stirrup steel in position
4. to provide enough ductility to the beam

• A hydraulic turbine has a discharge of 5 m3/s, when operating under a head of 20 m with a speed of 500 rpm. If it is to operate under a head of 15 m, for the same discharge, the rotational speed in rpm will approximately be

1. 433
2. 403
3. 627
4. 388

• A hydraulic turbine develops a power of 104 metric horse power while running at a speed of 100 revolutions per minute, under a head of 40 m. Its specific speed is nearest to one of the following :

1. 100
2. 628
3. 523
4. 314

• Principle involved in the relationship between submerged unit weight and saturated weight of a soil is based on

1. Equilibrium of floating bodies
2. Archimedes’ principle
3. Stokes’ law
4. Darcy’s law

• Lysimeter and Tensiometer are used to measure respectively, one of the following groups of quantities :

1. Capillary potential and permeability
2. Evapotranspiration and capillary potential
3. Velocity in channels and vapour pressure
4. Velocity in pipes and pressure head

• The modulus of subgrade reaction is obtained from the plate bearing test in the form of load-deformation curve. The pressure corresponding to the following settlement value should be used for computing modulus of subgrade reaction

1. 0.375 cm
2. 0.175 cm
3. 0.125 cm
4. 0.250 cm

• The characteristic strength of concrete is defined as that compressive strength below which not more than

1. 10% of results fall
2. 5% of results fall
3. 2% of results fall
4. None of the above.

• Consolidation in soils

1. is a function of the effective stress
2. does not depend on the present stress
3. is a function of the pore water pressure
4. is a function of the total stress

• A reinforced concrete column contains longitudinal steel equal to 1 percent of net cross-sectional area of the column. Assume modular ratio as 10. The loads carried (using the elastic theory) by the longitudinal steel and the net area of concrete, are Ps and Pc respectively. The ratio Ps/Pc expressed as percent is

1. 0.1
2. 1
3. 1.1
4. 10

• A steady discharge of 1 cumec flows uniformly in a rectangular channel 1 m wide at a depth of 250 mm. The slope of the channel bed is :

1. adverse
2. steep
3. critical
4. mild

• Flexible pavements derive stability primarily from :

1. aggregate interlock, particle friction and cohesion
2. cohesion alone
3. the binding power of bituminous materials
4. the flexural strength of the surface course

• The microbial quality of treated piped water supplies is monitored by

1. Microscopic examination
2. Plate count of heterotrophic bacteria
3. Coliform MPN test
4. Identification of all pathogens

• The cylinder strength of the concrete is less than the cube strength because of

1. the difference in the shape of the cross section of the specimens
2. the difference in the slenderness ratio of the specimens
3. the friction between the concrete specimens and the steel plate of the testing machine
4. the cubes are tested without capping but the cylinders are tested with capping

• A single rapid test to determine the pollution status of river water is :

1. biochemical oxygen demand
2. chemical oxygen demand
3. total organic solids
4. dissolved oxygen

• The drop manholes are provided in a sewerage system when there is

1. change in alignment of sewer line
2. change in size of sewers
3. change in the elevation of ground level
4. change from gravity system to pressure system

• The percentage error in the computed discharge over a triangular notch corresponding to an error of 1% in the measurement of the head over the notch, would be

1. 1.0
2. 1.5
3. 2.0
4. 2.5

• Un-factored maximum bending moments at a section of a reinforced concrete beam resulting from a frame analysis are 50, 80, 120 and 180 kNm under dead, live, wind and earthquake loads respectively. The design moment (kNm) as per IS: 456-2000 for the limit state of collapse (flexure) is

1. 195
2. 250
3. 345
4. 372  

• In a reinforced concrete beam-column, the increase in the flexural strength along with the increase in the axial strength occurs

1. beyond the elastic limit of the material
2. when the yield of the tension reinforcement governs the strength
3. when the crushing of the concrete in the compression zone governs the strength
4. never

• The basic assumption of plane sections normal to the neutral axis before bending, remaining plane and normal to the neutral axis after bending, leads to :

1. uniform strain over the beam cross section
2. uniform stress over the cross section
3. linearly varying strain over the cross section
4. stresses which are proportional to strains at all cross sections

• Both Reynolds and Froude numbers assume significance in one of following examples :

1. Motion of submarine at large depths
2. Motion of ship in deep seas
3. Cruising of a missile in air
4. Flow over spillways

• At highway stretches where the required overtaking sight distance cannot be provided, it is necessary to incorporate :

1. at least twice the stopping sight distance
2. half the required overtaking sight distance
3. one-third the required overtaking sight distance
4. three times the stopping sight distance

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Keep learning with us to ace your GATE 2022 Civil Engineering Examination. Evaluate yourselves continuously with mock tests, practice sets , daily quizzes and previous year question papers. Do not forget that Mock test pave way to your success in GATE! Good Luck every one!

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