

MCQOPTIONS
This section includes 5814 Mcqs, each offering curated multiple-choice questions to sharpen your Engineering knowledge and support exam preparation. Choose a topic below to get started.
5601. |
A cantilever beam of length L and a cross section with shape factor f supports a concentrated load P as shown below |
A. | <img src="/_files/images/civil-engineering/gate-exam-questions/913-281-2.png"> |
B. | <img src="/_files/images/civil-engineering/gate-exam-questions/913-281-3.png"> |
C. | <img src="/_files/images/civil-engineering/gate-exam-questions/913-281-4.png"> |
D. | <img src="/_files/images/civil-engineering/gate-exam-questions/913-281-5.png"> |
Answer» E. | |
5602. |
In an iceberg, 15% of the volume projects above the sea surface. If the specific weight of sea water is 10.5 kN/m3 , the specific weight of iceberg ir kN/m3 is |
A. | 12.52 |
B. | 9.81 |
C. | 8.93 |
D. | 7.83 |
Answer» D. 7.83 | |
5603. |
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 |
A. | 0.1 |
B. | 1 |
C. | 1.1 |
D. | 10 |
Answer» E. | |
5604. |
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 : |
A. | adverse |
B. | steep |
C. | critical |
D. | mild |
Answer» B. steep | |
5605. |
The kinetic energy correction factor for a full developed laminar flow through a circular pipe is |
A. | 1.00 |
B. | 1.33 |
C. | 2.00 |
D. | 1.50 |
Answer» D. 1.50 | |
5606. |
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 |
A. | 0.375 cm |
B. | 0.175 cm |
C. | 0.125 cm |
D. | 0.250 cm |
Answer» D. 0.250 cm | |
5607. |
Consolidation in soils |
A. | is a function of the effective stress |
B. | does not depend on the present stress |
C. | is a function of the pore water pressure |
D. | is a function of the total stress |
Answer» D. is a function of the total stress | |
5608. |
The Prandtl mixing length for turbulent flow through pipes is |
A. | independent of shear stress |
B. | a universal constant |
C. | zero at the pipe wall |
D. | independent of radial distance from pipe axis |
Answer» B. a universal constant | |
5609. |
A 40 slope is excavated to a depth of 10 m in a deep layer of saturated clay of unit weight 20 kN.m3; the relevant shear strength parameters are cu = 70 kN/m2 and u = 0. The rock ledge is at a great depth. The Taylor's stability coefficient for u = 0 and 40 slope angle is 0.18. The factor of safety of the slope is : |
A. | 2.0 |
B. | 2.1 |
C. | 2.2 |
D. | 2.3 |
Answer» B. 2.1 | |
5610. |
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 : |
A. | 100 |
B. | 628 |
C. | 523 |
D. | 314 |
Answer» B. 628 | |
5611. |
The span to depth ratio limit is specified in IS : 456-1978 for the reinforced concrete beams, in order to ensure that the |
A. | tensile crack width is below a limit |
B. | shear failure is avoided |
C. | stress in the tension reinforcement is less than the allowable value |
D. | deflection of the beam is below a limiting value |
Answer» E. | |
5612. |
A two span beam with an internal hinge is shown below. |
A. | <img src="/_files/images/civil-engineering/gate-exam-questions/910-257-2.png"> |
B. | <img src="/_files/images/civil-engineering/gate-exam-questions/910-257-3.png"> |
C. | <img src="/_files/images/civil-engineering/gate-exam-questions/910-257-4.png"> |
D. | <img src="/_files/images/civil-engineering/gate-exam-questions/910-257-5.png"> |
Answer» C. <img src="/_files/images/civil-engineering/gate-exam-questions/910-257-4.png"> | |
5613. |
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 : |
A. | Isotropy |
B. | Anisotropy |
C. | Thixotropy |
D. | Allotropy |
Answer» D. Allotropy | |
5614. |
The capacities of "One-way 1.5 m wide sidewalk (persons per hour)" and "One-way 2-lane urban road (PCU per hour, with no frontage access, no standing vehicles and very little cross traffic)" are respectively. |
A. | 1200 and 2400 |
B. | 1800 and 2000 |
C. | 1200 and 1500 |
D. | 2000 and 1200 |
Answer» B. 1800 and 2000 | |
5615. |
Lysimeter and Tensiometer are used to measure respectively, one of the following groups of quantities : |
A. | Capillary potential and permeability |
B. | Evapotranspiration and capillary potential |
C. | Velocity in channels and vapour pressure |
D. | Velocity in pipes and pressure head |
Answer» C. Velocity in channels and vapour pressure | |
5616. |
Is 459-1978 recommends to provide certain minimum steel in a RCC beam |
A. | to ensure compression failure |
B. | to avoid rupture of steel in case a flexural failure occurs |
C. | to hold the stirrup steel in position |
D. | to provide enough ductility to the beam |
Answer» C. to hold the stirrup steel in position | |
5617. |
Shear stress develops on a fluid element, if : |
A. | the fluid is at least |
B. | the fluid-container is subject to uniform linear acceleration |
C. | the fluid is inviscid |
D. | the fluid is viscous and the flow is nonuniform |
Answer» E. | |
5618. |
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 |
A. | 433 |
B. | 403 |
C. | 627 |
D. | 388 |
Answer» B. 403 | |
5619. |
A nozzle discharging water under head H has an outlet area "a" and discharge coefficient cd = 1.0. A vertical plate is acted upon by the fluid force Fj when held across the free jet and by the fluid force Fn when held against the nozzle to stop the flow, the ratio Fj/Fn is |
A. | 1/2 |
B. | 1 |
C. | <span class="root">2</span> |
D. | 2 |
Answer» C. <span class="root">2</span> | |
5620. |
The wall shown in the below figure has failed. The cause of failure or the error made in the design of the failded wall is : |
A. | deep slip surface failure |
B. | overturning |
C. | no proper drainage in the clay backfill |
D. | translational failure |
Answer» C. no proper drainage in the clay backfill | |
5621. |
The ruling minimum radius of horizontal curve of a national highway in plain terrain for ruling design speed of 100 km/hour with e = 0.07 and f = 0.15 is close to |
A. | 250 m |
B. | 360 m |
C. | 36 m |
D. | 300 m |
Answer» C. 36 m | |
5622. |
Principle involved in the relationship between submerged unit weight and saturated weight of a soil is based on |
A. | Equilibrium of floating bodies |
B. | Archimedes' principle |
C. | Stokes' law |
D. | Darcy's law |
Answer» C. Stokes' law | |
5623. |
For the frame shown in the below figure, the maximum bending moment in the column is, |
A. | zero |
B. | 400 kNm |
C. | 100 kNm |
D. | 200 kNm |
Answer» C. 100 kNm | |
5624. |
In reinforced concrete, pedestal is defined as compression member, whose effective length does not exceed its least dimension by |
A. | 12 times |
B. | 3 times |
C. | 16 times |
D. | 8 times |
Answer» C. 16 times | |
5625. |
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 |
A. | 1.0 |
B. | 1.5 |
C. | 2.0 |
D. | 2.5 |
Answer» E. | |
5626. |
A water treatment plant is required to process 28800 m3/d of raw water (density = 1000 kg/m3, kinematic viscosity = 10-6 m2/s). The rapid mixing tank imparts tank a velocity gradient of 900s-1 to blend 35 mg/l of alum with the flow for a detention time of 2 minutes. The power input (W) required for rapid mixing is |
A. | 32.4 |
B. | 36 |
C. | 324 |
D. | 32400 |
Answer» E. | |
5627. |
Flexible pavements derive stability primarily from : |
A. | aggregate interlock, particle friction and cohesion |
B. | cohesion alone |
C. | the binding power of bituminous materials |
D. | the flexural strength of the surface course |
Answer» B. cohesion alone | |
5628. |
The cylinder strength of the concrete is less than the cube strength because of |
A. | the difference in the shape of the cross section of the specimens |
B. | the difference in the slendeness ratio of the specimens |
C. | the friction between the concrete specimens and the steel plate of the testing machine |
D. | the cubes are tested without capping but the cylinders are tested with capping |
Answer» C. the friction between the concrete specimens and the steel plate of the testing machine | |
5629. |
Pick up the mechanical ventilation method used for tunnels from the following: |
A. | blowing fresh air by ducts to the face of tunnel |
B. | exhausting foul air by ducts from the face of the tunnel and permitting fresh air through the tunnel |
C. | blowing fresh air and exhausting foul air by ducts |
D. | all the above. |
Answer» E. | |
5630. |
For highways, tunnelling is preferred to if the open cut exceeds : |
A. | 10 metres depth |
B. | 15 metres depth |
C. | 20 metres depth |
D. | 25 metres depth. |
Answer» C. 20 metres depth | |
5631. |
The following operations are required for tunnelling in rocky terrain : |
A. | 1 2 3 4 5 |
B. | 2 3 5 4 1 |
C. | 4 2 1 3 5 |
D. | 2 3 1 4 5 |
Answer» E. | |
5632. |
The advantages of providing a pair of tunnels as compared to only one large highway tunnel is : |
A. | economy in cost of construction |
B. | avoidance of head on collisions |
C. | provision of separate exit and entrance of two traffic streams |
D. | facility in carrying out repairs |
E. | All the above. |
Answer» F. | |
5633. |
On sag (or valley) curves the available sight distance is determined based on : |
A. | design speed |
B. | height of obstacle |
C. | height of driver eye |
D. | night-time driving conditions |
Answer» D. night-time driving conditions | |
5634. |
A simply supported beam shall be deemed to be a deep beam if the ratio of its effective span to overall depth, is |
A. | 2.0 |
B. | 2.5 |
C. | less than 2 |
D. | less than 2.5 |
Answer» B. 2.5 | |
5635. |
The spans of filler joists supporting a slab may be considered approximately equal if the longest span does not exceed the shortest span more than |
A. | 5% |
B. | 10% |
C. | 15% |
D. | 20% |
Answer» D. 20% | |
5636. |
Moist sand may contain surface water by mass upto |
A. | 7.5% |
B. | 5.0% |
C. | 2.5% |
D. | 1.25% |
Answer» D. 1.25% | |
5637. |
The minimum horizontal distance between two parallel main reinforcing bars, is |
A. | the diameter of the bar if their diameters are same |
B. | the diameter of the longer bar if their diameters are unequal |
C. | 5 mm more than nominal maximum size of the coarse aggragate |
D. | greatest value of the above. |
Answer» E. | |
5638. |
The thickness of the steel |
A. | exposed to weather and accessible for repainting, should be not less than 6 mm |
B. | in main members not directly exposed to weather should not be less than 6 mm |
C. | in secondary members not directly exposed to weather shall be not less than 4.5 mm |
D. | All the above. |
Answer» E. | |
5639. |
A solid slab spanning in two directions at right angles and carrying a uniformly distributed load, is supported on beams. If the length of two such beams A and B perpendicular to each other are x and y (x<y), the load shared by the beam A, is |
A. | <img src="/_files/images/civil-engineering/structural-design-specifications/02-22-51-1.png"> |
B. | <img src="/_files/images/civil-engineering/structural-design-specifications/02-22-51-2.png"> |
C. | <img src="/_files/images/civil-engineering/structural-design-specifications/02-22-51-3.png"> |
D. | <img src="/_files/images/civil-engineering/structural-design-specifications/02-22-51-4.png"> |
Answer» D. <img src="/_files/images/civil-engineering/structural-design-specifications/02-22-51-4.png"> | |
5640. |
For design purpose, the moment at the support where two unequal spans or spans not equally loaded meet, is |
A. | lesser value |
B. | greater value |
C. | average of two values |
D. | none of these. |
Answer» D. none of these. | |
5641. |
As per IS : 800-1982, the coefficient of expansion for steel per degree centigrade per unit length, is |
A. | 0.000011 |
B. | 0.000012 |
C. | 0.000013 |
D. | 0.000014 |
Answer» C. 0.000013 | |
5642. |
When bending occurs about both axes of the member, the value of fbe in the formula |
A. | higher value |
B. | lower value |
C. | sum of the two |
D. | difference of the two. |
Answer» D. difference of the two. | |
5643. |
The flat slab is a reinforced concrete slab with or without drops and is supported |
A. | on columns without column head |
B. | on columns with column head |
C. | on beams |
D. | None of these. |
Answer» D. None of these. | |
5644. |
For nominal mix concrete M 15, the required weight of fine and coarse aggregates is 350 kg and the volume of water is |
A. | 30 litres |
B. | 32 litres |
C. | 34 litres |
D. | 45 litres |
Answer» C. 34 litres | |
5645. |
The distance of the critical section for shear from the periphery of the column or drop panal is at a distance (where d is effective depth of flat slab). |
A. | d |
B. | <img src="/_files/images/civil-engineering/structural-design-specifications/05-22-88-2.png"> |
C. | <img src="/_files/images/civil-engineering/structural-design-specifications/05-22-88-3.png"> |
D. | <img src="/_files/images/civil-engineering/structural-design-specifications/05-22-88-4.png"> |
Answer» E. | |
5646. |
If fck is characteristic compressive strength of concrete, the flexural and split tensile strength fcr = afck N/mm2 where the value of a is |
A. | 0.4 |
B. | 0.5 |
C. | 0.6 |
D. | 0.7 |
E. | 0.8 |
Answer» E. 0.8 | |
5647. |
Minimum thickness of steel work directly exposed to weather and accessible for cleaning and repainting, the thickness should be not less than |
A. | 4 mm |
B. | 6 mm |
C. | 8 mm |
D. | 7 mm |
Answer» C. 8 mm | |
5648. |
If the end of a beam of span L carrying a designed load W is partially restrained by a built up wall, it is designed to resist the negative moment at the face of the support, equal to |
A. | <img src="/_files/images/civil-engineering/structural-design-specifications/02-22-44-1.png"> |
B. | <img src="/_files/images/civil-engineering/structural-design-specifications/02-22-44-2.png"> |
C. | <img src="/_files/images/civil-engineering/structural-design-specifications/02-22-44-3.png"> |
D. | <img src="/_files/images/civil-engineering/structural-design-specifications/02-22-44-4.png"> |
E. | <img src="/_files/images/civil-engineering/structural-design-specifications/02-22-44-5.png"> |
Answer» F. | |
5649. |
Generally acceptable nominal size of aggregates for reinforced concrete, is |
A. | 10 mm |
B. | 15 mm |
C. | 20 mm |
D. | 25 mm |
E. | 40 mm |
Answer» D. 25 mm | |
5650. |
If the specified thickness of a footing is 100 cm, the depth of the form work may be tolerated from |
A. | - 2 mm to + 2 mm |
B. | - 3 mm to + 3 mm |
C. | - 4 mm to + 4 mm |
D. | - 5 mm to + 5 mm |
Answer» E. | |