

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.
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 |
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 : |
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: |
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 |
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 | |