

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.
5651. |
If the main reinforcement of the slab is parallel to a T-beam, the transverse reinforcement at mid span of the slab is provided at least ......of main reinforcement |
A. | 40% |
B. | 50% |
C. | 60% |
D. | 70%. |
Answer» D. 70%. | |
5652. |
The effective depth of a shallow beam is the distance between |
A. | maximum compression and tension fibres |
B. | neutral axis and maximum compression fibre |
C. | neutral axis and maximum tension fibre |
D. | maximum compression fibre and the centroid of the tension reinforcement |
E. | none of these. |
Answer» E. none of these. | |
5653. |
The minimum area of cross section of reinforcement in either direction of a slab should not be less than ...... of the slab cross section |
A. | 0.75% |
B. | 0.10% |
C. | 0.15% |
D. | 0.20% |
Answer» D. 0.20% | |
5654. |
For concreting of heavily reinforced sections without vibration, the workability of concrete should be |
A. | very low |
B. | low |
C. | medium |
D. | high. |
Answer» E. | |
5655. |
If b is actual width of a flange, Dt is the thickness of the flange, b is the breath of the web, lo is the distance between the points of zero moments in a beam, the effective width of the flange, is |
A. | <img src="/_files/images/civil-engineering/structural-design-specifications/02-22-47-1.png"> |
B. | <img src="/_files/images/civil-engineering/structural-design-specifications/02-22-47-2.png"> |
C. | <img src="/_files/images/civil-engineering/structural-design-specifications/02-22-47-3.png"> |
D. | <img src="/_files/images/civil-engineering/structural-design-specifications/02-22-47-4.png"> |
Answer» D. <img src="/_files/images/civil-engineering/structural-design-specifications/02-22-47-4.png"> | |
5656. |
The thickness 't' of a rectangular column base which is provided for distributing the load uniformly, is calculated from the formula |
A. | <img src="/_files/images/civil-engineering/structural-design-specifications/07-22-111-1.png"> |
B. | <img src="/_files/images/civil-engineering/structural-design-specifications/07-22-111-2.png"> |
C. | <img src="/_files/images/civil-engineering/structural-design-specifications/07-22-111-3.png"> |
D. | <img src="/_files/images/civil-engineering/structural-design-specifications/07-22-111-4.png"> |
Answer» B. <img src="/_files/images/civil-engineering/structural-design-specifications/07-22-111-2.png"> | |
5657. |
In the formula a + bk for the calculation of the net effective section of single tee in tension connected by flange to the same side of the same side of the gusset, the value of 'k' is taken |
A. | <img src="/_files/images/civil-engineering/structural-design-specifications/08-22-122-1.png"> |
B. | <img src="/_files/images/civil-engineering/structural-design-specifications/08-22-122-2.png"> |
C. | <img src="/_files/images/civil-engineering/structural-design-specifications/08-22-122-3.png"> |
D. | <img src="/_files/images/civil-engineering/structural-design-specifications/08-22-122-4.png"> |
Answer» D. <img src="/_files/images/civil-engineering/structural-design-specifications/08-22-122-4.png"> | |
5658. |
All reinforcement should be free from |
A. | loose mill scales |
B. | loose rust |
C. | paints |
D. | oil |
E. | all the above. |
Answer» F. | |
5659. |
Minimum diameter of the lateral ties should not be less than |
A. | 4 mm |
B. | 5 mm |
C. | 6 mm |
D. | 10 mm |
Answer» C. 6 mm | |
5660. |
If fbt and fs are the numerical values of bending tension and shear stresses, the equivalent stress fe, is |
A. | <img src="/_files/images/civil-engineering/structural-design-specifications/06-22-100-1.png"> |
B. | <img src="/_files/images/civil-engineering/structural-design-specifications/06-22-100-2.png"> |
C. | <img src="/_files/images/civil-engineering/structural-design-specifications/06-22-100-3.png"> |
D. | <img src="/_files/images/civil-engineering/structural-design-specifications/06-22-100-4.png"> |
Answer» D. <img src="/_files/images/civil-engineering/structural-design-specifications/06-22-100-4.png"> | |
5661. |
The ratio of the effective lengths of two columns, one effectively held in position at one end and partially restrained at the other end, and the other effectively held in position at one end and free at the other end, is |
A. | <img src="/_files/images/civil-engineering/structural-design-specifications/00b-22-21-1.png"> |
B. | <img src="/_files/images/civil-engineering/structural-design-specifications/06-22-106-2.png"> |
C. | <img src="/_files/images/civil-engineering/structural-design-specifications/06-22-106-3.png"> |
D. | <img src="/_files/images/civil-engineering/structural-design-specifications/06-22-106-4.png"> |
Answer» D. <img src="/_files/images/civil-engineering/structural-design-specifications/06-22-106-4.png"> | |
5662. |
The total area of side face reinforcement, in case of a deep beam should not be less than |
A. | 0.1% of web area |
B. | 0.2% of web area |
C. | 0.3% of web area |
D. | 0.4% of web area. |
Answer» C. 0.3% of web area | |
5663. |
The thickness of flat single lacing is, taken (where l is effective length of the bar). |
A. | <img src="/_files/images/civil-engineering/structural-design-specifications/09-22-140-1.png"> |
B. | <img src="/_files/images/civil-engineering/structural-design-specifications/09-22-140-2.png"> |
C. | <img src="/_files/images/civil-engineering/structural-design-specifications/09-22-140-3.png"> |
D. | <img src="/_files/images/civil-engineering/structural-design-specifications/09-22-140-4.png"> |
E. | <img src="/_files/images/civil-engineering/structural-design-specifications/09-22-140-5.png"> |
Answer» F. | |
5664. |
The average 28 days compressive strength of at least three 15 cm concrete cubes prepared with available water as compared to the average strength of three similer concrete cubes prepared with distilled water, should be at least |
A. | 70% |
B. | 80% |
C. | 90% |
D. | 95% |
Answer» D. 95% | |
5665. |
In the formula |
A. | A and B are the dimensions of the column |
B. | A and B are the dimensions of the base plate |
C. | A is the greater projection of the plate beyond the column |
D. | B is the lesser projection of the plate beyond the column |
E. | Both (c) and (d) of above. |
Answer» F. | |
5666. |
The thickness of flat double lacing, is taken (where l is the effective length of the bar). |
A. | <img src="/_files/images/civil-engineering/structural-design-specifications/09-22-140-1.png"> |
B. | <img src="/_files/images/civil-engineering/structural-design-specifications/09-22-140-3.png"> |
C. | <img src="/_files/images/civil-engineering/structural-design-specifications/09-22-140-5.png"> |
D. | <img src="/_files/images/civil-engineering/structural-design-specifications/09-22-141-4.png"> |
E. | <img src="/_files/images/civil-engineering/structural-design-specifications/09-22-141-5.png"> |
Answer» E. <img src="/_files/images/civil-engineering/structural-design-specifications/09-22-141-5.png"> | |
5667. |
Minimum thickness of steel work directly exposed to weather but not accessible for cleaning and repainting, the thickness should be not less than |
A. | 4 mm |
B. | 6 mm |
C. | 7 mm |
D. | 8 mm |
Answer» E. | |
5668. |
The side face reinforcement is provided if the depth of the web of a beam exceeds |
A. | 600 mm |
B. | 650 mm |
C. | 700 mm |
D. | 750 mm |
E. | 800 mm |
Answer» E. 800 mm | |
5669. |
The staggered pitch is the distance between two consecutive rivets measured |
A. | parallel to the direction of stress in the member |
B. | perpendicular to the direction of stress in the member |
C. | diagonally |
D. | none of these. |
Answer» B. perpendicular to the direction of stress in the member | |
5670. |
For nominal mix concrete M 20, the required quantity of water per 50 kg. of cement, is |
A. | 60 litres |
B. | 45 litres |
C. | 34 litres |
D. | 30 litres |
Answer» E. | |
5671. |
The actual length of a column provided with a cap and base, is the distance between |
A. | top of the base and underside of the cap |
B. | bottom of the base and underside of the cap |
C. | top of the base and top of the cap |
D. | bottom of the base and top of the cap. |
Answer» E. | |
5672. |
The maximum bending moment in a purlin of length L when subjected to a distributed load , is assumed |
A. | <img src="/_files/images/civil-engineering/structural-design-specifications/09-22-135-1.png"> |
B. | <img src="/_files/images/civil-engineering/structural-design-specifications/09-22-135-2.png"> |
C. | <img src="/_files/images/civil-engineering/structural-design-specifications/09-22-135-3.png"> |
D. | <img src="/_files/images/civil-engineering/structural-design-specifications/09-22-135-4.png"> |
Answer» D. <img src="/_files/images/civil-engineering/structural-design-specifications/09-22-135-4.png"> | |
5673. |
A column of rectangular section is considered short, if both the slenderness ratios are less than |
A. | 8 |
B. | 10 |
C. | 12 |
D. | 16 |
Answer» D. 16 | |
5674. |
The tolerances for the form work of columns and beams range from |
A. | - 3 mm to + 6 mm |
B. | - 4 mm to + 8 mm |
C. | - 6 mm to + 12 mm |
D. | - 8 mm to + 12 mm |
Answer» D. - 8 mm to + 12 mm | |
5675. |
The effective length of lacing is the distance |
A. | between the inner end rivets of the bar for single lacing |
B. | 0.7 of the distance between the inner end rivets of the bar for double lacing |
C. | between the inner ends of effective lengths of welds connecting the members |
D. | 0.7 of the distance stated in (c) |
E. | all the above. |
Answer» F. | |
5676. |
Creep of concrete is assumed proportional to the stress if the stress does not exceed .......of the characteristic compressive strength |
A. | 15% |
B. | 20% |
C. | 25% |
D. | 33% |
E. | 50% |
Answer» E. 50% | |
5677. |
The characteristic strength of concrete is the strength of material if its test result is not less than |
A. | 2% |
B. | 3% |
C. | 4% |
D. | 5% |
E. | 10% |
Answer» E. 10% | |
5678. |
If a and b are the sides of a square column and its base, the thickness of the base may be calculated from the formula |
A. | <img src="/_files/images/civil-engineering/structural-design-specifications/07-22-114-1.png"> |
B. | <img src="/_files/images/civil-engineering/structural-design-specifications/07-22-114-2.png"> |
C. | <img src="/_files/images/civil-engineering/structural-design-specifications/07-22-114-3.png"> |
D. | <img src="/_files/images/civil-engineering/structural-design-specifications/07-22-114-4.png"> |
Answer» D. <img src="/_files/images/civil-engineering/structural-design-specifications/07-22-114-4.png"> | |
5679. |
The minimum length of the side or diameter of the column base shall not be less than (where d is the minimum diameter of the column). |
A. | (d + 75) mm |
B. | 1.2 (d - 75) mm |
C. | 1.5 (d + 75) mm |
D. | 1.6 (d + 75) mm |
Answer» D. 1.6 (d + 75) mm | |
5680. |
Four reinforcing bars of 30 mm diameter each, are bundled in contact. The lower two bars extend up to end supports. The distance between the points of termination of the upper bars, is kept |
A. | zero |
B. | 1.2 m |
C. | 0.9 m |
D. | 0.75 m |
Answer» C. 0.9 m | |
5681. |
The minimum thickness of the web plate for a crane gantry plate girder with a lifting load exceeding 15 tonnes, is |
A. | 4 mm |
B. | 5 mm |
C. | 6 mm |
D. | 8 mm |
Answer» E. | |
5682. |
The thickness of the rectangular plate for the cap or base of a solid round steel columns, is calculated from the formula |
A. | the reduced diameter of the column |
B. | the dimension of the base |
C. | the diameter of the base |
D. | the diameter of the top. |
Answer» B. the dimension of the base | |
5683. |
For under water concreting. |
A. | at least 10 percent more cement is required as compared to dry conditions |
B. | the volume of coarse aggregates shall not be less than one and half times and not more than twice that of fine aggregate |
C. | the slump should not be less than 100 mm and not more than 180 mm |
D. | dewatering by pumping is not done or until 24 hours thereafter |
E. | All the above |
Answer» F. | |
5684. |
If the ends of the compression flanges of simply supported girders are fully restrained against lateral bending, the effective length is taken as |
A. | span |
B. | 0.85 x span |
C. | 0.7 x span |
D. | 0.5 x span |
Answer» D. 0.5 x span | |
5685. |
The individual part of the structures is subjected to a load test for 24 hours by applying a load equal to full dead load of the structure plus |
A. | imposed load |
B. | 1.15 times imposed load |
C. | 1.25 times imposed load |
D. | 1.3 times imposed load. |
Answer» D. 1.3 times imposed load. | |
5686. |
The width of lacing bars in mm is kept |
A. | equal to nominal rivet diameter |
B. | twice the nominal rivet diameter |
C. | thrice the nominal rivet diameter |
D. | maximum of the above rounded to nearest 5 mm. |
Answer» E. | |
5687. |
The structure which is subjected to an imposed load after 72 hours for a period of 24 hours, is deemed to be unacceptable if it fails to recover the net deflection less than |
A. | 90% |
B. | 85% |
C. | 80% |
D. | 75% |
Answer» D. 75% | |
5688. |
The pitch of transverse reinforcement of a column is taken as |
A. | least lateral diamension of the compression member |
B. | sixteen times the smallest diameter of the longitudinal reinforcement of the column |
C. | forty eight times the diameter of the transverse reinforcement |
D. | least value of the above. |
Answer» E. | |
5689. |
The pH value of water to be used in concrete shall generally be |
A. | not more than 7 |
B. | not less than 6 |
C. | not less than 5 |
D. | not more than 6 |
Answer» C. not less than 5 | |
5690. |
If b is the width of a beam, x is the spacing of the stirrup and fc is the characteristic strength of stirrups, the minimum cross sectional area of stirrup legs, should be equal or greater than |
A. | <img src="/_files/images/civil-engineering/structural-design-specifications/04-22-75-1.png"> |
B. | <img src="/_files/images/civil-engineering/structural-design-specifications/04-22-75-2.png"> |
C. | <img src="/_files/images/civil-engineering/structural-design-specifications/04-22-75-3.png"> |
D. | <img src="/_files/images/civil-engineering/structural-design-specifications/04-22-75-4.png"> |
Answer» D. <img src="/_files/images/civil-engineering/structural-design-specifications/04-22-75-4.png"> | |
5691. |
The maximum spacing of shear reinforcement should not exceed 0.75 d subject to a minimum of |
A. | 300 mm |
B. | 350 mm |
C. | 400 mm |
D. | 450 mm |
E. | 500 mm |
Answer» E. 500 mm | |
5692. |
M 30 grade concrete means, its compressive strength of 15-cm cube, is 30 N/mm2 after |
A. | 3 days |
B. | 7 days |
C. | 21 days |
D. | 28 days |
Answer» E. | |
5693. |
The development length of each bar of three bars bundled together is increased by |
A. | 10% |
B. | 20% |
C. | 33% |
D. | 50% |
Answer» D. 50% | |
5694. |
If fck is the characteristic cube strength of concrete in N/mm2, the modulus of elasticity of structural concrete Ec = afck where the value of a, is |
A. | 5900 |
B. | 5800 |
C. | 5700 |
D. | 5600 |
E. | 5500 |
Answer» D. 5600 | |
5695. |
For deformed reinforcing bars, the permissible design bond stress may be increased by |
A. | 20% |
B. | 30% |
C. | 40% |
D. | 50% |
E. | 60% |
Answer» F. | |
5696. |
The ratio |
A. | 80 |
B. | 120 |
C. | 145 |
D. | 200 |
Answer» D. 200 | |
5697. |
Columns are designed for a minimum eccentricity equal to 1/30 (unsupported length ofthe column), subject to a minimum of |
A. | 5 mm |
B. | 10 mm |
C. | 15 mm |
D. | 20 mm |
Answer» E. | |
5698. |
The minimum diameter of longitudinal reinforcement of a column should not be less than |
A. | 6 mm |
B. | 8 mm |
C. | 10 mm |
D. | 12 mm |
E. | 20 mm |
Answer» E. 20 mm | |
5699. |
High pressure grouting is generally restored for concreting in the lining if the rock strata is: |
A. | highly fissured |
B. | poor |
C. | likely to get seepage of water |
D. | All of the above. |
Answer» E. | |
5700. |
For spans upto 10 m, the safe span to depth ratio for |
A. | cantilever is 7 |
B. | simply supported beams is 20 |
C. | continuous beams is 26 |
D. | all the above. |
Answer» E. | |