

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.
5551. |
If D is the degree of the curve of radius R, the exact length of its specified chord, is |
A. | radius of the curve x sine of half the degree |
B. | diameter of the curve x sine of half the degree |
C. | diameter of the curve x cosine of half the degree |
D. | diameter of the curve x tangent of half the degree. |
Answer» C. diameter of the curve x cosine of half the degree | |
5552. |
The additional lines which are measured to show the correctness of the chain surveying are called: |
A. | check clines |
B. | proof lines |
C. | tie lines |
D. | all of these. |
Answer» E. | |
5553. |
Let angular value of one graduation of a tube of length x be seconds and R be the radius of its internal curved surface, then |
A. | <img src="/_files/images/civil-engineering/surveying/54-3.68-1.png"> |
B. | <img src="/_files/images/civil-engineering/surveying/54-3.68-2.png"> |
C. | <img src="/_files/images/civil-engineering/surveying/54-3.68-3.png"> |
D. | <img src="/_files/images/civil-engineering/surveying/54-3.68-4.png"> |
E. | . |
Answer» B. <img src="/_files/images/civil-engineering/surveying/54-3.68-2.png"> | |
5554. |
A clinometer is used for |
A. | measuring angle of slope |
B. | correcting line of collimation |
C. | setting out right angles |
D. | defining natural features. |
Answer» B. correcting line of collimation | |
5555. |
The 'fix' of a plane table from three known points, is good, if |
A. | middle station is nearest |
B. | middle station is farthest |
C. | either the right or left station is nearest |
D. | none of these. |
Answer» B. middle station is farthest | |
5556. |
The Random errors tend to accumulate proportionally to |
A. | numbers of operations involved |
B. | reciprocal of operations involved |
C. | square root of the number of operation involved |
D. | cube root of the number of operation involved. |
Answer» D. cube root of the number of operation involved. | |
5557. |
In an internal focusing telescope |
A. | the objective is at a fixed distance from the diaphragm |
B. | the focusing is done by the sliding of a divergent lens. |
C. | the focusing divergent lens is situated at about the middle of the tube |
D. | all the above. |
Answer» E. | |
5558. |
Two forces of 6 Newtons and 8 Newtons which are acting at right angles to each other, will have a resultant of |
A. | 5 Newtons |
B. | 8 Newtons |
C. | 10 Newtons |
D. | 12 Newtons. |
Answer» D. 12 Newtons. | |
5559. |
If a body moves in such a way that its velocity increases by equal amount in equal intervals of time, it is said to be moving with |
A. | a uniform retardation |
B. | a uniform acceleration |
C. | a variable acceleration |
D. | a variable retardation |
E. | none of these. |
Answer» D. a variable retardation | |
5560. |
Maximum efficiency of a screw jack for the angle of friction , is |
A. | <img src="/_files/images/civil-engineering/applied-mechanics/114-5.203-1.png"> |
B. | <img src="/_files/images/civil-engineering/applied-mechanics/114-5.203-2.png"> |
C. | <img src="/_files/images/civil-engineering/applied-mechanics/114-5.203-3.png"> |
D. | <img src="/_files/images/civil-engineering/applied-mechanics/114-5.203-4.png"> |
Answer» E. | |
5561. |
Time of flight of a projectile on a horizontal plane, is |
A. | <img src="/_files/images/civil-engineering/applied-mechanics/106-5.81-1.png"> |
B. | <img src="/_files/images/civil-engineering/applied-mechanics/106-5.81-2.png"> |
C. | <img src="/_files/images/civil-engineering/applied-mechanics/106-5.81-3.png"> |
D. | <img src="/_files/images/civil-engineering/applied-mechanics/106-5.81-4.png"> |
Answer» B. <img src="/_files/images/civil-engineering/applied-mechanics/106-5.81-2.png"> | |
5562. |
The maximum frictional force which comes into play, when a body just begins to slide over the surface of a an other body, is known |
A. | sliding friction |
B. | rolling friction |
C. | limiting friction |
D. | none of these. |
Answer» D. none of these. | |
5563. |
A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is |
A. | 30 |
B. | 35 |
C. | 40 |
D. | 45 |
E. | 50 |
Answer» D. 45 | |
5564. |
Pick up the true statement from the following: |
A. | Plain ceiling provides the best property diffusing light |
B. | In the absence of beams, it is easier to install piping |
C. | In the absence of beams, it is easier to paint |
D. | A flat slab is capable to withstand concentrated loads |
E. | All the above. |
Answer» F. | |
5565. |
In a singly reinforced beam, the effective depth is measured from its compression edge to |
A. | tensile edge |
B. | tensile reinforcement |
C. | neutral axis of the beam |
D. | longitudinal central axis. |
Answer» C. neutral axis of the beam | |
5566. |
Pick up the incorrect statement from the following: Tensile reinforcement bars of a rectangular beam |
A. | are curtailed if not required to resist the bending moment |
B. | are bent up at suitable places to serve as shear reinforcement |
C. | are bent down at suitable places to serve as shear reinforcement |
D. | are maintained at bottom to provide at least local bond stress. |
Answer» D. are maintained at bottom to provide at least local bond stress. | |
5567. |
A part of the slab may be considered as the flange of the T-beam if |
A. | flange has adequate reinforcement transverse to beam |
B. | it is built integrally with the beam |
C. | it is effectively bonded together with the beam |
D. | all the above. |
Answer» E. | |
5568. |
The ratio of the rate of change of discharge of an outlet to the rate of change in level of water surface in a distributary at its normal depth, is known as |
A. | efficiency |
B. | sensitivity |
C. | flexibility |
D. | modular limit. |
Answer» C. flexibility | |
5569. |
Attracting groynes are built |
A. | perpendicular to the bank |
B. | inclined down stream |
C. | inclined up stream |
D. | none of these. |
Answer» C. inclined up stream | |
5570. |
A water-logged land is found suitable for cultivation due to |
A. | ease of tillage for preparation of the field for optimum condition of germination |
B. | absence of aeration of soil from root zone of the plant |
C. | regular supply of water to plants from the water table by capillary action |
D. | none of these. |
Answer» E. | |
5571. |
The length of a runway under standard atmospheric conditions is 1800 m. If the actual reduced level of the site is 1200 m, the design length of the runway is |
A. | 2360 m |
B. | 2460 m |
C. | 2560 m |
D. | 2660 m |
Answer» D. 2660 m | |
5572. |
When a canal is carried over a natural drainage, the structure provided, is known as |
A. | syphon |
B. | aqueduct |
C. | super passage |
D. | syphon-aqueduct. |
Answer» C. super passage | |
5573. |
The intensity of irrigation means |
A. | percentage of culturable commanded area to be irrigated annually |
B. | percentage of gross commanded area to be irrigated annually |
C. | percentage of the mean of culturable commanded area and the gross commanded area to be irrigated annually |
D. | total depth of water supplied by the number of waterings. |
Answer» B. percentage of gross commanded area to be irrigated annually | |
5574. |
The length of runway is increased per 300 m rise above M.S.L. |
A. | 3% |
B. | 4% |
C. | 5% |
D. | 6% |
E. | 7% |
Answer» F. | |
5575. |
Airport elevation is the reduced level above M.S.L. of |
A. | control tower |
B. | highest point of the landing area |
C. | lowest point of the landing area |
D. | none of these. |
Answer» C. lowest point of the landing area | |
5576. |
Which one of the following statements is not correct with regard to heading and hench-ing method of tunnelling. |
A. | Driving of tunnel is done in two portions of its section |
B. | Driving the top portion is done in advance of the bottom portion. |
C. | After driving the top portion 3 m to 3.5 m holes are drilled into the head and bench. |
D. | The holes in head and bench are loaded together with explosive for blasting. |
E. | Firing of head holes is done just before the bench holes are fired. |
Answer» F. | |
5577. |
Which one of the following statements is not correct in respect of setting of an inclined tunnel: |
A. | Reference points are constructed at every 300 m. |
B. | The alignment is fixed from upper/lower apex point. |
C. | The level of the invert at the heading is marked by a tape. |
D. | Reference points are constructed on the roof of tunnels |
E. | None the above. |
Answer» F. | |
5578. |
The most commonly adopted pattern of cut holes is : |
A. | horizontal wedge cut |
B. | pyramid cut |
C. | fan cut |
D. | V-cut |
E. | All the above. |
Answer» F. | |
5579. |
Which one of the following linings is suitable for shield driven tunnels particularly in the subaqueous regions : |
A. | Brick lining |
B. | stone lining |
C. | timber line |
D. | cast iron lining |
E. | concrete lining. |
Answer» E. concrete lining. | |
5580. |
Forepoling method is generally adopted for tunnelling in : |
A. | soft ground |
B. | firm ground |
C. | running ground |
D. | None of these. |
Answer» B. firm ground | |
5581. |
Concrete lining is provided concurrently with the driving operation in case of |
A. | rock terrain |
B. | soft rock |
C. | running soil |
D. | none of these. |
Answer» B. soft rock | |
5582. |
In case of railways, |
A. | a detour round the hill is preferred |
B. | a open cut is preferred |
C. | tunnelling is preferred |
D. | All the above. |
Answer» D. All the above. | |
5583. |
The following tunnels were constructed in different countries for different purposes : |
A. | 4 1 3 2 |
B. | 1 4 2 3 |
C. | 2 3 1 4 |
D. | 3 2 4 1 |
Answer» C. 2 3 1 4 | |
5584. |
The following operations are generally employed for tunnelling in hard rock. |
A. | 3 2 6 5 1 4 |
B. | 3 4 6 1 5 2 |
C. | 4 1 2 3 6 5 |
D. | 5 4 2 1 3 6 |
Answer» B. 3 4 6 1 5 2 | |
5585. |
For tunnels exceeding 300 m in length, the grade should be provided below |
A. | 50% of the ruling gradient |
B. | 60% of the ruling gradient |
C. | 75% of the ruling gradient |
D. | 80% of the ruling gradient. |
Answer» D. 80% of the ruling gradient. | |
5586. |
The method of draining in the tunnels, is generally known as |
A. | foredrainage |
B. | dewatering |
C. | permanent drainage |
D. | All of the above. |
Answer» E. | |
5587. |
Pick up the correct statement from the following during tunnel excavation, |
A. | Oxygen should not be less than 19.5% |
B. | Carbondioxide should not be more than 0.5% |
C. | Hydrogen sulphide should not be more than 0.001% |
D. | Carbon mono-oxide should not be more than 0.01% |
E. | All of the above. |
Answer» F. | |
5588. |
To attain the required shape of the tunnel section, we use : |
A. | easers |
B. | trimmers |
C. | cut holes |
D. | chisels. |
Answer» C. cut holes | |
5589. |
The characteristic strength of concrete is defined as that compressive strength below which not more than |
A. | 10% of results fall |
B. | 5% of results fall |
C. | 2% of results fall |
D. | None of the above. |
Answer» C. 2% of results fall | |
5590. |
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 |
A. | 195 |
B. | 250 |
C. | 345 |
D. | 372 |
Answer» E. | |
5591. |
The 5-day BOD of a wastewater sample is obtained as 190 mg/l (with k = 0.01 h-1). The ultimate oxygen demand (mg/l) of the sample will be |
A. | 3800 |
B. | 475 |
C. | 271 |
D. | 190 |
Answer» D. 190 | |
5592. |
The microbial quality of treated piped water supplies is monitored by |
A. | Microscopic examination |
B. | Plate count of heterotrophic bacteria |
C. | Coliform MPN test |
D. | Identification of all pathogens |
Answer» D. Identification of all pathogens | |
5593. |
In a compaction test, as the compaction effort is increased, the optimum moisture content |
A. | decreases |
B. | remains same |
C. | increases |
D. | increases first and thereafter decreases |
Answer» B. remains same | |
5594. |
The peak discharge of the instantaneous unit hydrograph of a basin, when compared to the peak discharge of a 4-hour unit hydrograph of that basin, would be |
A. | greater |
B. | equal |
C. | equal or lesser |
D. | lesser |
Answer» B. equal | |
5595. |
The reaction time for calculation of stopping distance may be assumed as |
A. | 5 secs |
B. | 2.5 secs |
C. | 0.5 secs |
D. | 10.0 secs |
Answer» C. 0.5 secs | |
5596. |
The depth of tension crack in a soft clay ( u = 0) is |
A. | <img src="/_files/images/civil-engineering/gate-exam-questions/898-136-1.png"> |
B. | <img src="/_files/images/civil-engineering/gate-exam-questions/898-136-2.png"> |
C. | <img src="/_files/images/civil-engineering/gate-exam-questions/898-136-3.png"> |
D. | <img src="/_files/images/civil-engineering/gate-exam-questions/898-136-4.png"> |
Answer» C. <img src="/_files/images/civil-engineering/gate-exam-questions/898-136-3.png"> | |
5597. |
The vertical stress at depth z, directly below the point load p is (k is a constant) |
A. | <img src="/_files/images/civil-engineering/gate-exam-questions/897-132-1.png"> |
B. | <img src="/_files/images/civil-engineering/gate-exam-questions/897-132-2.png"> |
C. | <img src="/_files/images/civil-engineering/gate-exam-questions/897-132-3.png"> |
D. | <img src="/_files/images/civil-engineering/gate-exam-questions/897-132-4.png"> |
Answer» D. <img src="/_files/images/civil-engineering/gate-exam-questions/897-132-4.png"> | |
5598. |
The drop manholes are provided in a sewerage system when there is |
A. | change in alignment of sewer line |
B. | change in size of sewers |
C. | change in the elevation of ground level |
D. | change from gravity system to pressure system |
Answer» D. change from gravity system to pressure system | |
5599. |
A single rapid test to determine the pollu-tional status of river water is : |
A. | biochemical oxygen demand |
B. | chemical oxygen demand |
C. | total organic solids |
D. | dissolved oxygen |
Answer» D. dissolved oxygen | |
5600. |
Vane tester is normally used for determining in situ shear strength of : |
A. | soft clays |
B. | sand |
C. | stiff clays |
D. | gravel |
Answer» B. sand | |