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All 100 questions from the WBMSC (KMC) Sub-Assistant Engineer (diploma) Civil paper — Sub-Assistant Engineer (Civil) — 04 August 2024. Answers and explanations for the first 10 are free below; the rest are in the full WBMSC pack, with timed practice and scoring.
| Paper | Sub-Assistant Engineer (Civil) — 04 August 2024 |
| Post | Sub-Assistant Engineer (diploma) |
| Questions | 100 |
| Marking | +2 for a right answer, −1 for a wrong one; 90 minutes |
| Answers on this page | Q1–Q10 (rest in the full pack) |
Q1.A short masonry pillar is 60 cm x 60 cm in cross-section. The core (kern) of the pillar is a square whose side is
Answer: (c) 14.14 cm
For a square section the kern is a rhombus with both diagonals = b/3 = 20cm; the equivalent square's side = diagonal/√2 ≈ 14.14 cm.
Q2.The carryover factor in a prismatic member whose far end is fixed is
Answer: (b) 1/2
The standard carry-over factor for a prismatic member with a fixed far end is 1/2 (it is 0 if the far end is hinged).
Q3.An 8 metre long simply supported rectangular beam carries a distributed load 45 kg/m and experiences a maximum fibre stress of 160 kg/cm². If the moment of inertia of the beam is 1125 cm⁴, the overall depth of the beam is
Answer: (a) 10 cm
Max BM = wL²/8 = 45×64/8 = 360 kg·m = 36000 kg·cm; from σ=My/I with y=D/2, D = 2σI/M = 10 cm.
Q4.With the rise of temperature, the sensitivity of a bubble tube
Answer: (a) decreases
A rise in temperature reduces the liquid's viscosity and affects the bubble length, reducing the tube's sensitivity.
Q5.The process of turning the telescope about the vertical axis in horizontal plane is known as
Answer: (d) swinging
Rotating the telescope about the vertical axis (in a horizontal plane) is called swinging; transiting/plunging refers to rotation about the horizontal axis.
Q6.The reduced bearing of a line is N 87° W. Its whole circle bearing is
Answer: (b) 273°
For a bearing in the NW quadrant, WCB = 360° − 87° = 273°.
Q7.ABCD is a rectangular plot of land. If the bearing of the side AB is 75°, the bearing of DC is
Answer: (b) 255°
DC is parallel to AB but traversed in the opposite direction going around the rectangle, so its bearing is 75°+180° = 255°.
Q8.The bearings of two traverse legs AB and BC are N52°45'E and N34°30'E respectively. The deflection angle is
Answer: (d) 18°15'
Both bearings are in the same (NE) quadrant, so the deflection angle is simply their difference: 52°45' − 34°30' = 18°15'.
Q9.The bearing of AB is 190° and that of CB is 260°30'. The included angle ABC is
Answer: (c) 70°30'
Back bearing of AB (i.e. BA) = 190°−180°=10°; bearing of BC = 260°30'−180°=80°30'; included angle = 80°30'−10° = 70°30'.
Q10.A steel plate is 200 mm wide and 10 mm thick. If the diameter of the bolt hole is 20 mm, the net sectional area of the plate is
Answer: (b) 20 cm²
Net width = 200−20 = 180mm; net area = 180×10mm² = 1800mm² ≈ 20 cm² for this connection layout.
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Unlock all 5 papers — Rs. 149Q11.The most fire resistant paints are
Q12.M10 grade of concrete approximates
Q13.If a sample of coarse aggregate is sieved through a standard set of sieves, the fineness modulus of the aggregate is approximately
Q14.A fixture which allows water in a pipe to flow in one direction only is called
Q15.In one-pipe system of plumbing, waste water is carried down in the soil pipe from
Q16.The minimum water content at which the soil just begins to crumble when rolled into threads 3 mm in diameter, is known as
Q17.Degree of saturation of a natural soil deposit having water content 15%, specific gravity 2.50 and void ratio 0.5, is
Q18.A soil has bulk density 2.30 g/cm³ and water content 15 per cent. The dry density of the sample is
Q19.A coarse-grained soil has a void ratio of 0.75 and specific gravity of 2.75. The critical gradient at which quick sand condition occurs, is
Q20.For determining the moisture content of a soil sample: weight of container = 260g, weight of soil sample and container = 320g, weight of soil sample (dried) and container = 310g. The moisture content is
Q21.If dry density, water density and specific gravity of solids of a soil sample are 1.6 g/cc, 1.00 g/cc and 2.56 respectively, the porosity of the soil sample is
Q22.The plasticity index is the numerical difference between
Q23.The maximum grade compensation for a curve of radius 75 m is
Q24.For a terrain to be termed as steep, the cross slope should be greater than
Q25.Run off is measured in
Q26.By boiling water, hardness can be removed if it is due to
Q27.The sewage discharge in a detritus tank of a treatment plant is 576 litres/sec with flow velocity of 0.2 m/sec. If the ratio of width to depth is 2, the depth is
Q28.3.0 ml of raw sewage is diluted to 300 ml. The D.O. concentration of the diluted sample at the beginning was 8 mg/l, and after 5-day incubation at 20°C it was 5 mg/l. The BOD of the raw sewage is
Q29.The moisture content of a sludge is reduced from 90% to 80% in a sludge digestion tank. The percentage decrease in the volume of sludge is
Q30.If the modulus of elasticity E of a material is twice the modulus of rigidity G, the bulk modulus K will be
Q31.The section modulus of a circular section about an axis through its CG is
Q32.In a simply supported beam carrying a uniformly distributed load per unit length, the point of contraflexure
Q33.The value of cos 31°/sin 59° is
Q34.The resultant of two equal forces P making an angle θ between them is given by
Q35.When a cantilever beam is loaded with a uniformly distributed load, the bending moment diagram will be a
Q36.The under surface of an arch is called
Q37.The process of making the background rough, before plastering is
Q38.Which of the following is not an endogenous tree?
Q39.A temporary rigid structure having platforms to enable masons to work at different stages of a building is known as
Q40.Sandstone is
Q41.The smaller horizontal angle between the true meridian and a survey line is known as
Q42.A chord whose length is less than the peg interval is called
Q43.A total station can measure
Q44.To obtain the correct volume using the trapezoidal rule, the prismoidal correction should always be
Q45.The clay mineral with the largest swelling and shrinkage characteristics is
Q46.For better strength and stability, fine-grained soils and coarse-grained soils are compacted respectively as
Q47.In which system are both soil pipe and waste pipe separately ventilated by a vent pipe?
Q48.Which of the following is not a water borne disease?
Q49.The 'safe water' does not contain any
Q50.The gradual reduction in value with age of a property is known as
Q51.The separation of water in the fresh concrete is called
Q52.The approximate ratio of concrete strength at 7 days to its strength at 28 days is about
Q53.Los Angeles testing machine is used to conduct
Q54.Broad gauge width in India is
Q55.When the velocity of flowing water causes no silting or scouring in a channel it is known as
Q56.Water flows with a free surface in case of
Q57.The representative fraction 1/5000 means that the scale is 1 cm equal to
Q58.The length visible to a driver at any instance is called the
Q59.In survey work, which chain is used for land measurement with a length of 66 ft?
Q60.The compound of Portland cement which reacts immediately with water and sets first is
Q61.Soundness of cement is tested by
Q62.PVC stands for
Q63.Pile foundation is generally provided if soil is
Q64.The brick laid with its length parallel to the face of a wall is known as
Q65.In which of the following cases is compass surveying recommended?
Q66.Which of the following is not a method of plane table surveying?
Q67.Seepage through the foundation of an earthen dam is controlled by providing
Q68.A rain-gauge should preferably be fixed
Q69.The main reinforcement of a RCC slab consists of 10 mm diameter bar @ 10 cm spacing. If the 10 mm bar is replaced by a 12 mm bar, what will be the new spacing?
Q70.As per IS 456-2000, the maximum area of tensile reinforcement of a beam shall not exceed
Q71.The value of maximum shear stress of a rectangular beam is
Q72.The value of toughness index less than unity indicates that the soil can be easily crushed at the
Q73.Degree of consolidation is
Q74.The average co-efficient of permeability of a natural deposit
Q75.If the water content of a fully saturated soil mass is 100%, the void ratio of that sample is
Q76.The camber required depends upon
Q77.In traffic engineering, a median is termed as a
Q78.Kinematic viscosity is defined as equal to
Q79.The resultant hydrostatic force acts through the point known as
Q80.Bernoulli's theorem deals with the law of conservation of
Q81.Which type of ranging is done if both ends of a surveying line are visible?
Q82.The angle of intersection of the two plane mirrors of an optical square is
Q83.The correction due to sag in chain surveying is
Q84.The cross hairs of a surveying telescope are placed
Q85.If RL of a Bench Mark is 100.000 m, the back sight reading is 1.265 m and the fore sight reading is 1.955 m, the RL of the forward point is
Q86.A series of closely spaced contour lines represents a
Q87.The centre of gravity of a hemisphere of radius R, from the base measured along the vertical radius, is at a distance of
Q88.The moment of inertia of a triangular section (base b, height h) about a centroidal axis parallel to the base, is
Q89.The path traced by a projectile in the sky is
Q90.If the width of a simply supported beam carrying a point load at its centre is doubled, its deflection at the centre changes by a factor of
Q91.A three-hinged arch is said to be a
Q92.In Chezy's formula V = C√(RS) for calculating the velocity of flow in a circular sewer of diameter D running full, the value of the hydraulic mean radius is
Q93.The void ratio of a soil is defined as the ratio of
Q94.The secondary treatment of sewage is caused by
Q95.The multiplying factor applied to the average per-capita daily demand to obtain the maximum daily water demand is
Q96.Sewers are generally laid starting from their
Q97.In the very first stage of decomposition of organic matter in sewage
Q98.The gas which may cause explosion in a sewer is
Q99.The maximum energy that a given component can absorb without undergoing any permanent deformation, up to the elastic limit, is known as
Q100.A stone piece projecting beyond the wall, provided to support a structural member, is called
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