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.

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">