Explore topic-wise MCQs in Engineering.

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.

5701.

The angle of inclination of the lacing bars with axis of the member is kept between

A. 20 and 50
B. 30 and 60
C. 40 and 70
D. 50 and 80
Answer» D. 50 and 80
5702.

For achieving suitably a low permeability

A. strong and dense aggregates are used
B. low water - cement ratio is used
C. proper curing is done for hydration
D. proper compaction is done
E. All the above.
Answer» F.
5703.

Removal of props under

A. slabs spanning upto 4.5 m is 7 days
B. slabs spanning more than 4.5 m is 14 days
C. beams spanning upto 6 m is 14 days
D. beams spanning more than 6 m is 21 days
E. all the above.
Answer» F.
5704.

The value of the constant K in the formula for determining the minimum area of tension reinforcement in a beam is

A. 0.95
B. 0.90
C. 0.85
D. 0.80
Answer» D. 0.80
5705.

The concrete may be accepted if the average equivalent cube strength of the cores, is at least 85% of the cube strength of the concrete grade at the specified age and no individual core possesses strength less than

A. 90%
B. 85%
C. 80%
D. 75%
E. 70%
Answer» E. 70%
5706.

The slenderness ratio of a tie in a roof truss if subjected to action of wind and seismic forces, should not be greater than

A. 180
B. 210
C. 250
D. 350
Answer» E.
5707.

For concreting of shallow sections with vibration, the work ability of concrete should be

A. very low
B. low
C. medium
D. high.
Answer» B. low
5708.

The slenderness effect of a wall is considered if the effective height of the wall exceeds the thickness

A. 8 times
B. 10 times
C. 12 times
D. 16 times
Answer» D. 16 times
5709.

The ratio of the effective length to the least radius of gyration of a tie member of a roof truss, which gets subjected to reversal of stress shall not exceed

A. 180
B. 200
C. 240
D. 350
Answer» E.
5710.

Pick up the explosive used for tunnelling in soft rocks from the following :

A. blasting gelatine
B. special gelatine
C. ammonia dynamite
D. semi-gelatine.
Answer» D. semi-gelatine.
5711.

Which one of the following methods is generally used for the layout of the muck-car tracks

A. the grass hopper method
B. passing track method
C. the cherry picker
D. California crossing, Dixon conveyor
E. All the above.
Answer» F.
5712.

In the wooded bulk-head, used for mucking in steep grade tunnels,

A. one opening is provided
B. two openings are provided
C. three openings are provided
D. no opening is provided.
Answer» C. three openings are provided
5713.

Railway tunnels, are generally

A. polycentric
B. rectangular
C. parabolic
D. circular
E. none of these.
Answer» B. rectangular
5714.

The cut of a tunnel face is shown in given figure. This is called

A. Michigan cut
B. Burn cut
C. Fan cut
D. Horizontal cut.
Answer» B. Burn cut
5715.

For transferring the tunnel alignment through shafts, we adopt the following steps :
1. Hanging two or more plumb lines in the shaft
2. Determining the bearing of the plumb lines i.e. plumb plane
3. Suspending a 35 kg weight by each plumb line
4. Immersing the weights of both the plumb lines in the buckets containing water.
The correct sequence of steps is :

A. 1 2 3 4
B. 4 3 2 1
C. l 3 2 4
D. 2 1 4 3
Answer» B. 4 3 2 1
5716.

For B.G. single track, the section of the tunnel must have a width

A. 4.2 m to 4.5 m
B. 4.5 m to 4.8 m
C. 4.9 m to 5.5 m
D. 5.5 m to 5.8 m
Answer» D. 5.5 m to 5.8 m
5717.

For initial surveys of tunnels, the following activities are involved:
1. Marking portal point with concrete pillars on the ground
2. Marking tunnel obligatory points on the topographical maps
3. Preliminary setting of the tunnel on the topographical Survey of India maps
3. Driving lines between the fixed obligatory points.
The correct sequence of the activities is :

A. 3 2 4 1
B. 1 2 3 4
C. 4 3 1 2
D. 2 4 3 1
Answer» B. 1 2 3 4
5718.

For full face method, the excavation to be done is generally divided into

A. two sections
B. three sections
C. four sections
D. five sections.
Answer» C. four sections
5719.

The tunnels, the artificial underground passages are constructed for :

A. highways
B. railways
C. sewerage
D. water supply project
E. All the above.
Answer» F.
5720.

Which one of the following methods is generally adopted for tunnelling in firm ground

A. Full face method
B. Top heading and benching method
C. Drift method
D. All the above.
Answer» E.
5721.

An overhead track on a large truss frame is required in case of car changer by

A. the grass hopper method
B. the passing track method
C. California crossing method
D. Dixon conveyor method.
Answer» B. the passing track method
5722.

In the given figure drill holes, heading, mucking and benching are mumbered as 1, 2, 3, 4 The correct sequence is :

A. 4 1 2 3
B. 1 2 3 4
C. 4 1 3 2
D. 3 4 1 3
Answer» D. 3 4 1 3
5723.

The length of the needle beam used in needle beam method of tunnelling is usually

A. 2 m to 4 m
B. 2.5 m to 6 m
C. 4 m to 7 m
D. 5 m to 6 m
Answer» E.
5724.

For hauling muck from the tunnel, the following type of muck-car is used :

A. muck box
B. balle-ship
C. side dump car
D. U-bottom
E. All of these.
Answer» F.
5725.

Which one of the following methods is adopted for permanent drainage of tunnels :

A. provision of longitudinal drains
B. continuous open drains
C. concrete lining
D. grouting with cement or chemicals
E. All the above.
Answer» F.
5726.

The area of the concrete in compression plus the area of reinforcement transferred on the basis of modular ratio, is called

A. transferred section
B. equivalent section
C. cracked section
D. none of these.
Answer» D. none of these.
5727.

If D is the overall thickness of the slab, the diameter of the reinforcing bars should not exceed

A. <img src="/_files/images/civil-engineering/structural-design-specifications/04-22-78-1.png">
B. <img src="/_files/images/civil-engineering/structural-design-specifications/04-22-78-2.png">
C. <img src="/_files/images/civil-engineering/structural-design-specifications/04-22-78-3.png">
D. <img src="/_files/images/civil-engineering/structural-design-specifications/04-22-78-4.png">
E. <img src="/_files/images/civil-engineering/structural-design-specifications/04-22-78-5.png">
Answer» F.
5728.

Hertz (Hz) is used to express

A. Luminous intensity
B. electric current intensity
C. power
D. frequency.
Answer» E.
5729.

Candela (Cd) is used to express

A. luminous intensity
B. electric current intensity
C. power
D. frequency.
Answer» B. electric current intensity
5730.

The unit kg/m3 is used for

A. force
B. density
C. volume
D. pressure.
Answer» C. volume
5731.

The fundamental units in S.I. System are :

A. Centimetre, gram, second
B. Foot, pound, second
C. Metre, kilogram, second
D. Kilometre, kilogram, minute
E. None of these.
Answer» D. Kilometre, kilogram, minute
5732.

The bar used for defining the standard metre at the International office of weights and measures at Sevres near Paris, is composed of

A. 50% platinum and 50% iridium
B. 60% platinum and 40% iridium
C. 70% platinum and 30% iridium
D. 80% platinum and 20% iridium
E. 90% platinum and 10% iridium
Answer» F.
5733.

In SI units, moment is expressed as

A. kg-m
B. kg-cm
C. kg-mm
D. all the above.
Answer» E.
5734.

The creep coefficient i.e. the ratio of ultimate creep and elastic strain after

A. 7 days is 2.2
B. 28 days is 1.6
C. 365 days is 1.1
D. all the above.
Answer» E.
5735.

The designed transverse shear in lacing is assumed as

A. 2.5% of axial load
B. 3% of axial load
C. 3.5% of axial load
D. 4% of axial load.
Answer» B. 3% of axial load
5736.

For the stability of a structural part, the weight or anchorage should be

A. 1.2 times the minimum overturning moment due to dead load
B. 1.4 times the minimum overturning moment due to dead load
C. sum of (a) and (b)
D. none of these.
Answer» D. none of these.
5737.

In compression members, the lap length of a bar should not be less than

A. 12
B. 16
C. 20
D. 24
E. 30
Answer» E. 30
5738.

The slenderness ratio of single angle discontinuous struts conmected by a single rivet or bolt, shall not exceed

A. 110
B. 130
C. 150
D. 180
Answer» E.
5739.

In adverse circumtances, the reinforced concrete member immersed in sea water or subjected to sea spray, the maximum permissible cover for the reinforcing bars, should not exceed

A. 40 mm
B. 50 mm
C. 60 mm
D. 70 mm
E. 75 mm
Answer» F.
5740.

If a column is subjected to dead load and super imposed load only, the maximum ratio should not be greater than

A. 180
B. 250
C. 350
D. 400
Answer» B. 250
5741.

For the reinforced concrete member totally immersed in sea water, the normal cover provided for the reinforcing bars is further increased by

A. 10 mm
B. 20 mm
C. 30 mm
D. 40 mm
E. 50 mm
Answer» E. 50 mm
5742.

The effective and actual lengths of a cantilever are same if continuous at the support,

A. unstrained against torsion at the support and free at the end
B. with partial restraint against torsion of the support and free at the end
C. restrained against torsion at the support and free at the end
D. none of the these.
Answer» D. none of the these.
5743.

If the dimensions of a rectangular section of a short column are 15 cm x 20 cm, its unsupported length should be restricted to

A. 9.0 m
B. 10.0 m
C. 11.0 m
D. 12.0 m
Answer» B. 10.0 m
5744.

The reinforcing bars in beams are not bundled in contact if the diameter of the bars, exceeds

A. 12 mm
B. 20 mm
C. 35 mm
D. 30 mm
E. 36 mm
Answer» F.
5745.

For the plain reinforcing bars in compression, the permissible design bond stress in tension, is increased by

A. 10%
B. 15%
C. 20%
D. 25%
E. 30%
Answer» E. 30%
5746.

The cover to the main reinforced may be reduced up to one third of the specified cover but not less than

A. 5 mm
B. 7 mm
C. 10 mm
D. 15 mm
Answer» B. 7 mm
5747.

For heavily reinforced concrete member, the nominal maximum size of the aggregates should be restricted to

A. 5 mm less than the minimum clear distance between the main bars
B. 5 mm less than the minimum cover to the reinforcement
C. smaller of (a) and (b)
D. greater of (a) and (b)
Answer» D. greater of (a) and (b)
5748.

The reduced level of third floor of a building near a column is 205.350 m. The reduced levels of the undersides of four beams supporting the fourth floor framing into the column mutually perpendicular are 208.350 m, 208.450 m, 208.500 m and 208.550 m. The supported length of the column is

A. 3.000 m
B. 3.100 m
C. 3.150 m
D. 3.200 m
Answer» B. 3.100 m
5749.

If is the deviation of the individual test strength from the average of n samples, the standard deviation of concrete of the given grade is

A. <img src="/_files/images/civil-engineering/structural-design-specifications/01-22-34-1.png">
B. <img src="/_files/images/civil-engineering/structural-design-specifications/01-22-34-2.png">
C. <img src="/_files/images/civil-engineering/structural-design-specifications/01-22-34-3.png">
D. <img src="/_files/images/civil-engineering/structural-design-specifications/01-22-34-4.png">
Answer» B. <img src="/_files/images/civil-engineering/structural-design-specifications/01-22-34-2.png">
5750.

The over all depth of a solid slab is 20 cm and effective depth is 15 cm. The horizontal distance between parallel main reinforcement should not be more than

A. 30 cm
B. 40 cm
C. 45 cm
D. 60 cm
Answer» D. 60 cm