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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.
701. |
Under normal conditions using an ordinary cement, the period of removal of the form work, is : |
A. | 7 days for beam soffits |
B. | 14 days for bottom slabs of spans 4.6 m and more |
C. | 21 days for bottom beams over 6 m spans |
D. | 2 days for vertical sides of columns |
E. | all the above. |
Answer» F. | |
702. |
Proper proportioning of concrete, ensures |
A. | desired strength and workability |
B. | desired durability |
C. | water tightness of the structure |
D. | resistance to water |
E. | all the above. |
Answer» F. | |
703. |
After casting, an ordinary cement concrete on drying |
A. | expands |
B. | mix |
C. | shrinks |
D. | none of these. |
Answer» D. none of these. | |
704. |
The maximum amount of dust which may be permitted in aggregates is |
A. | 5% of the total aggregates for low workability with a coarse grading |
B. | 10% of the total aggregates for low workability with a fine grading |
C. | 20% of the total aggregates for a mix having high workability with fine grading |
D. | all the above. |
Answer» E. | |
705. |
Hydration of cement is due to chemical action of water with |
A. | Tricalcium silicate and dicalcium silicate |
B. | Dicalcium silicate and tricalcium aluminate |
C. | Tricalcium aluminate and tricalcium alumino ferrite |
D. | All the above. |
Answer» E. | |
706. |
To obtain cement dry powder, lime stones and shales or their slurry, is burnt in a rotary kiln at a temperature between |
A. | 1100 and 1200 C |
B. | 1200 and 1300 C |
C. | 1300 and 1400 C |
D. | 1400 and 1500 C |
E. | 1500 and 1600 C |
Answer» E. 1500 and 1600 C | |
707. |
M10 grade of concrete approximates |
A. | 1 : 3 : 6 mix |
B. | 1 : 1 : 2 mix |
C. | 1 : 2 : 4 mix |
D. | 1 : 1.5 : 3 mix |
E. | none of these. |
Answer» B. 1 : 1 : 2 mix | |
708. |
For ensuring quality of concrete, use |
A. | single sized aggegates |
B. | two sized aggregate |
C. | graded aggregates |
D. | coarse aggregates. |
Answer» D. coarse aggregates. | |
709. |
The standard sand now a days used in India, is obtained from |
A. | Jaipur (Rajasthan) |
B. | Jullundur (Punjab) |
C. | Hyderabad (Andhra Pradesh) |
D. | Ennore (Madras) |
E. | Cuttuck (Orissa). |
Answer» E. Cuttuck (Orissa). | |
710. |
According to I.S. : 456, the number of grades of concrete mixes, is |
A. | 3 |
B. | 4 |
C. | 5 |
D. | 6 |
E. | 7 |
Answer» F. | |
711. |
The mixture of different ingredients of cement, is burnt at |
A. | 1000 C |
B. | 1200 C |
C. | 1400 C |
D. | 1600 C |
E. | 1800 C |
Answer» D. 1600 C | |
712. |
The Auger borings are not common |
A. | in soils that require lateral support |
B. | in cohesive soils |
C. | in soft soils |
D. | none of the above. |
Answer» B. in cohesive soils | |
713. |
The form work from the underside of slabs, can be removed only after |
A. | 1 day |
B. | 4 days |
C. | 7 days |
D. | 14 days. |
Answer» D. 14 days. | |
714. |
Arches in the form of masonry arcs struck from more than four centres, are called |
A. | two curved arches |
B. | gothic arches |
C. | ogee arches |
D. | drop gothic arches. |
Answer» D. drop gothic arches. | |
715. |
The risk of segregation is more for |
A. | wetter mix |
B. | larger proportion of maximum size aggregate |
C. | coarser grading |
D. | all the above. |
Answer» E. | |
716. |
According to Rankine's formula, minimum depth of foundations, is |
A. | <img src="/_files/images/civil-engineering/building-construction/31-2.31-1.png"> |
B. | <img src="/_files/images/civil-engineering/building-construction/31-2.31-2.png"> |
C. | <img src="/_files/images/civil-engineering/building-construction/31-2.31-3.png"> |
D. | <img src="/_files/images/civil-engineering/building-construction/31-2.31-4.png"> |
Answer» C. <img src="/_files/images/civil-engineering/building-construction/31-2.31-3.png"> | |
717. |
If ( ) is the angle of repose of soil of weight w kg/m3, the horizontal pressure p at a depth of h metres per metre length of wall, is |
A. | <img src="/_files/images/civil-engineering/building-construction/34-2.92-1.png"> |
B. | <img src="/_files/images/civil-engineering/building-construction/34-2.92-2.png"> |
C. | <img src="/_files/images/civil-engineering/building-construction/34-2.92-3.png"> |
D. | <img src="/_files/images/civil-engineering/building-construction/34-2.92-4.png"> |
Answer» B. <img src="/_files/images/civil-engineering/building-construction/34-2.92-2.png"> | |
718. |
Curing |
A. | reduces the shrinkage of concrete |
B. | preserves the properties of concrete |
C. | prevents the loss of water by evaporation |
D. | all of the above. |
Answer» E. | |
719. |
While compacting the concrete by a mechanical vibrator, the slump should not exceed |
A. | 2.5 cm |
B. | 5.0 cm |
C. | 7.5 cm |
D. | 10 cm |
E. | 15 cm |
Answer» C. 7.5 cm | |
720. |
A solid core of rock is formed in side the cylinder in the case of |
A. | auger boring |
B. | percussion drilling |
C. | diamond drilling |
D. | wash boring. |
Answer» D. wash boring. | |
721. |
The piece of a brick cut with its one corner equivalent to half the length and half the width of a full brick, is known as |
A. | queen closer |
B. | bevelled closer |
C. | king closer |
D. | half king closer. |
Answer» D. half king closer. | |
722. |
The brick laid with its breadth parallel to the face of a wall, is known as |
A. | header |
B. | stretcher |
C. | closer |
D. | none of these. |
Answer» B. stretcher | |
723. |
The single stage well point system of dewatering an excavation can be used if the depth of excavation does not exceed |
A. | 5 m |
B. | 10 m |
C. | 15 m |
D. | 20 m |
E. | 25 m. |
Answer» B. 10 m | |
724. |
The angular steps used for changing direction of the stairs, are called |
A. | round steps |
B. | angular steps |
C. | winders |
D. | radial steps |
E. | circular steps. |
Answer» D. radial steps | |
725. |
Grillage foundation |
A. | is used to transfer heavy structural loads from steel columns to a soil having low bearing capacity |
B. | is light and economical |
C. | does not require deep cutting as the required base area with required pressure intensity is obtained at a shallow depth |
D. | is constructed by rolled steel joists (R.S.J.) placed in single or double tier |
E. | all the above. |
Answer» F. | |
726. |
During percussion drilling |
A. | ground water observations are hindered due to entry of the slurry in the soil below the bottom of the hole |
B. | caving or mixing of strata are caused in soft soils or cohesionless soils |
C. | the soil to a considerable depth below the bottom of the hole gets disturbed |
D. | all the above. |
Answer» E. | |
727. |
In English garden wall bond |
A. | one course of headers to three or five course of stretchers |
B. | queen closer in provided in each heading course |
C. | the middle course of stretchers is started with a header to give proper vertical joints |
D. | all the above. |
Answer» E. | |
728. |
A projecting piece usually provided to support a truss, is |
A. | cornice |
B. | coping |
C. | frieze |
D. | lintal. |
Answer» D. lintal. | |
729. |
The exterior angle between outer faces of a wall, is known as |
A. | turn |
B. | junction |
C. | quion |
D. | all the above. |
Answer» D. all the above. | |
730. |
While designing a stair, the product of rise and going is approximately kept equal to |
A. | 350 |
B. | 420 |
C. | 450 |
D. | 500 |
E. | 600. |
Answer» C. 450 | |
731. |
In jack arch floor, the rise is kept |
A. | 1/6th of the span |
B. | 1/8th of the span |
C. | 1/10th of the span |
D. | 1/12th of the span |
E. | 1/15th of the span. |
Answer» E. 1/15th of the span. | |
732. |
For constructing a terrazo floor. Pick up the incorrect statement from the following : |
A. | a base course is prepared as in cement concrete flooring |
B. | a 32 mm thick layer of cement concrete (1 : 2 : 4) is laid on the base course and the surface is made smooth by trowelling |
C. | glass strips are driven into the layer according to the pattern required |
D. | after final grinding is over, oxalic acid mixed with water is spread over and rubbed hard with soft material |
E. | none of these. |
Answer» C. glass strips are driven into the layer according to the pattern required | |
733. |
The taper of precast concrete pile should not be more than |
A. | 1 cm per metre length |
B. | 2 cm per metre length |
C. | 4 cm per metre length |
D. | 5 cm per metre length. |
Answer» C. 4 cm per metre length | |
734. |
The under surface of an arch, is called |
A. | soffit |
B. | intrados |
C. | haunch |
D. | back. |
Answer» B. intrados | |
735. |
The process of making the back ground rough, before plastering, is |
A. | dubbing |
B. | hacking |
C. | blistering |
D. | peeling. |
Answer» C. blistering | |
736. |
The loose pockets in soil mass can be bridged safely by providing a raft foundation provided the soft area is smaller than |
A. | the column spacing |
B. | one-third the column spacing |
C. | half the column spacing |
D. | three-fourth the column spacing |
E. | none of these. |
Answer» C. half the column spacing | |
737. |
The raft slab is projected beyond the outer walls of the structure by |
A. | 5 to 10 cm |
B. | 15 to 20 cm |
C. | 25 to 30 cm |
D. | 30 to 45 cm |
E. | 60 cm. |
Answer» E. 60 cm. | |
738. |
Black cotton soil is unsuitable for foundations because its |
A. | bearing capacity is low |
B. | permeability is uncertain |
C. | particles are cohesive |
D. | property to undergo a volumetric change due to variation of moisture content. |
Answer» E. | |
739. |
The portion of a brick cut across the width, is called |
A. | closer |
B. | half brick |
C. | bed |
D. | bat. |
Answer» E. | |
740. |
The concrete slump recommended for beams and slabs ; is |
A. | 25 to 50 mm |
B. | 25 to 75 mm |
C. | 30 to 125 mm |
D. | 50 to 100 mm |
E. | none of these. |
Answer» D. 50 to 100 mm | |
741. |
The member which is placed horizontally to support common rafter of a sloping roof, is |
A. | purlin |
B. | cleat |
C. | batten |
D. | strut. |
Answer» B. cleat | |
742. |
Stud(s) of a common wooden partition |
A. | are vertical wooden members |
B. | is the upper horizontal wooden member |
C. | is the lower horizontal wooden member |
D. | are the intermediate horizontal wooden members. |
Answer» B. is the upper horizontal wooden member | |
743. |
Pick up the commonly adopted geophysical method in civil engineering from the following : |
A. | the seisomic method |
B. | electrical resistivity method |
C. | gravitational method |
D. | magnetic method |
E. | both (a) and (b) of the above. |
Answer» F. | |
744. |
To ensure that supporting area of an offset footing of a boundary wall is fully compressive, the C.G. of load must act |
A. | at the centre of the base |
B. | within the middle third of the base |
C. | within the middle fifth of the base |
D. | neither (a), (b) nor (c). |
Answer» C. within the middle fifth of the base | |
745. |
The 9 cm x 9 cm side of a brick as seen in the wall face, is generally known as |
A. | stretcher |
B. | face |
C. | front |
D. | header |
E. | side. |
Answer» E. side. | |
746. |
The angle between the axis of earth and the vertical at the station of observation is called |
A. | astronomical latitude |
B. | astronomical co-latitude |
C. | co-declination of star |
D. | declination of star. |
Answer» C. co-declination of star | |
747. |
For any star to be a circumpolar star, its |
A. | declination must be 0 |
B. | declination must be 90 |
C. | distance from the pole must be less than the latitude of the observer |
D. | hour angle must be 180 . |
Answer» D. hour angle must be 180 . | |
748. |
The elevation of the star at elongation is obtained by |
A. | sin = sin cosec |
B. | sin = sin sec |
C. | sin = cos sec |
D. | sin = cos cosec . |
Answer» B. sin = sin sec | |
749. |
The necessary geometrical condition for triangulation adjustment, is : |
A. | The sum of the angles around a station should be 360 |
B. | The sum of the three angles of a plane triangle should be 180 |
C. | The sum of the eight angles of a braced quadrilateral should be 360 |
D. | All the above. |
Answer» E. | |
750. |
If v, t and are the ground speed of the aircraft, the shutter speed of the camera and the scale of the photograph respectively, then the amount of image displacement |
A. | <img src="/_files/images/civil-engineering/advanced-surveying/92-4.139-1.png"> |
B. | <img src="/_files/images/civil-engineering/advanced-surveying/92-4.139-2.png"> |
C. | <img src="/_files/images/civil-engineering/advanced-surveying/92-4.139-3.png"> |
D. | <img src="/_files/images/civil-engineering/advanced-surveying/92-4.139-4.png"> |
Answer» D. <img src="/_files/images/civil-engineering/advanced-surveying/92-4.139-4.png"> | |