McqMate
These multiple-choice questions (MCQs) are designed to enhance your knowledge and understanding in the following areas: Civil Engineering .
| 201. |
Shrinkage in concrete can be reduced by using |
| A. | low water cement ratio |
| B. | less cement in the concrete |
| C. | proper concrete mix |
| D. | all the above |
| Answer» D. all the above | |
| 202. |
The shuttering of a hall measuring 4 m × 5 m, can be removed after |
| A. | 5 days |
| B. | 7 days |
| C. | 10 days |
| D. | 14 days |
| Answer» B. 7 days | |
| 203. |
The approximate value of the ratio between direct tensile strength and flexural strength is |
| A. | 0.33 |
| B. | 0.5 |
| C. | 0.75 |
| D. | 1.0 |
| Answer» B. 0.5 | |
| 204. |
An aggregate is said to be flaky if its least dimension is less than |
| A. | 1/5th of mean dimension |
| B. | 2/5th of mean dimension |
| C. | 3/5th of mean dimension |
| D. | 4/5th of mean dimension |
| Answer» C. 3/5th of mean dimension | |
| 205. |
Workability improved by adding |
| A. | fly ash |
| B. | hydrated lime |
| C. | calcium chloride |
| D. | all the above |
| Answer» D. all the above | |
| 206. |
Workability of concrete is inversely proportional to |
| A. | time of transit |
| B. | water-cement ratio |
| C. | the air in the mix |
| D. | size of aggregate |
| Answer» A. time of transit | |
| 207. |
Inert material of a cement concrete mix, is |
| A. | water |
| B. | cement |
| C. | aggregate |
| D. | none of these |
| Answer» C. aggregate | |
| 208. |
If a beam fails in bond, then its bond strength can be increased most economically by |
| A. | increasing the depth of beam |
| B. | using thinner bars but more in number |
| C. | using thicker bars but less in number |
| D. | providing vertical stirrups |
| Answer» B. using thinner bars but more in number | |
| 209. |
Pick up the incorrect statement from the following: |
| A. | a rich mix of concrete possesses higher strength than that a lean mix of desired workability with excessive quantity of water |
| B. | the strength of concrete decreases as the water cement ratio increases |
| C. | good compaction by mechanical vibrations, increases the strength of concrete |
| D. | none of these |
| Answer» A. a rich mix of concrete possesses higher strength than that a lean mix of desired workability with excessive quantity of water | |
| 210. |
Ordinary Portland cement is manufactured from |
| A. | lime stone and clay |
| B. | gypsum and lime |
| C. | pozzolana |
| D. | lime, pozzolana and clay |
| Answer» B. gypsum and lime | |
| 211. |
The percentage of reinforcement in case of slabs, when high strength deformed bars are used is not less than |
| A. | 0.15 |
| B. | 0.12 |
| C. | 0.30 |
| D. | 1.00 |
| Answer» B. 0.12 | |
| 212. |
Addition of pozzolana to cement |
| A. | decreases workability |
| B. | increases strength |
| C. | increases heat of hydration |
| D. | none of these |
| Answer» D. none of these | |
| 213. |
If 50 kg of fine aggregates and 100 kg of coarse aggregates are mixed in a concrete whose water cement ratio is 0.6, the weight of water required for harsh mix, is |
| A. | 8 kg |
| B. | 10 kg |
| C. | 12 kg |
| D. | 14 kg |
| Answer» C. 12 kg | |
| 214. |
The minimum cover to the ties or spirals should not be less than |
| A. | 15 mm |
| B. | 20 mm |
| C. | 25 mm |
| D. | 50 mm |
| Answer» C. 25 mm | |
| 215. |
According to Water-Cement Ratio Law, the strength of workable plastic concrete |
| A. | depends upon the amount of water used in the mix |
| B. | does not depend upon the quality of cement mixed with aggregates |
| C. | does not depend upon the quantity of cement mixed with aggregates |
| D. | all the above |
| Answer» D. all the above | |
| 216. |
Sands of zone I are: |
| A. | course |
| B. | medium |
| C. | medium to fine |
| D. | fine |
| Answer» A. course | |
| 217. |
According to Whitney's theory, ultimate strain of concrete is assumed to be |
| A. | 0.03 % |
| B. | 0.1 % |
| C. | 0.3 % |
| D. | 3 % |
| Answer» C. 0.3 % | |
| 218. |
The condition not applicable to water cement ratio law, is |
| A. | internal moisture conditions on hydration continue till complete strength is gained |
| B. | concrete specimens may be tested at any temperature |
| C. | concrete specimens need be of same age |
| D. | concrete specimens need be of same size |
| Answer» B. concrete specimens may be tested at any temperature | |
| 219. |
If the slump of a concrete mix is 60 mm, its workability is |
| A. | very low |
| B. | low |
| C. | medium |
| D. | high |
| Answer» C. medium | |
| 220. |
Cube strength of controlled concrete to be used for pre-tensioned and post-tensioned work respectively should not be less than |
| A. | 35 mpa and 42 mpa |
| B. | 42 mpa and 35 mpa |
| C. | 42 mpa and 53 mpa |
| D. | 53 mpa and 42 mpa |
| Answer» B. 42 mpa and 35 mpa | |
| 221. |
The void ratio of |
| A. | single size coarse aggregate is roughly 0.45 |
| B. | graded coarse aggregate is roughly 0.040 |
| C. | fine aggregate is roughly 0.45 |
| D. | all the above |
| Answer» D. all the above | |
| 222. |
According to IS : 382-1963, a good aggregate should be |
| A. | chemically inert |
| B. | sufficiently strong |
| C. | hard and durable |
| D. | all the above |
| Answer» D. all the above | |
| 223. |
The compressive strength of 100 mm cube as compared to 150 mm cube is always |
| A. | less |
| B. | more |
| C. | equal |
| D. | none of the above |
| Answer» B. more | |
| 224. |
The diameter of the Vicat plunger is 10 mm and its length varies from |
| A. | 20 mm to 30 mm |
| B. | 30 mm to 40 mm |
| C. | 40 mm to 50 mm |
| D. | 50 mm to 60 mm |
| Answer» C. 40 mm to 50 mm | |
| 225. |
Gypsum is added for |
| A. | colour |
| B. | strength |
| C. | controlling setting time |
| D. | none of these |
| Answer» C. controlling setting time | |
| 226. |
Modulus of elasticity of steel as per IS: 4561978 shall be taken as |
| A. | 20 kn/cm² |
| B. | 200 kn/cm² |
| C. | 200 kn/mm² |
| D. | 2 × 106 n/cm² |
| Answer» C. 200 kn/mm² | |
| 227. |
The grade of concrete M 150 means that compressive strength of a 15 cm cube after 28 days, is |
| A. | 100 kg/cm2 |
| B. | 150 kg/cm2 |
| C. | 200 kg/cm2 |
| D. | 250 kg/cm2 |
| Answer» B. 150 kg/cm2 | |
| 228. |
The cement becomes useless if its absorbed moisture content exceeds |
| A. | 1 % |
| B. | 2 % |
| C. | 3 % |
| D. | 5 % |
| Answer» D. 5 % | |
| 229. |
In reinforced concrete footing on soil, the minimum thickness at edge should not be less than |
| A. | 100 mm |
| B. | 150 mm |
| C. | 200 mm |
| D. | 250 mm |
| Answer» B. 150 mm | |
| 230. |
For preparing a test-specimen, it is necessary |
| A. | to mix cement and fine aggregate by dry hand |
| B. | to mix coarse aggregates |
| C. | to mix water to the cement, fine aggregates and coarse aggregates |
| D. | all the above |
| Answer» D. all the above | |
| 231. |
For a good concrete |
| A. | aggregates should be hard and durable |
| B. | water should be free from organic materials |
| C. | cement should be sufficient to produce the required strength |
| D. | all the above |
| Answer» D. all the above | |
| 232. |
The process of hardening the concrete by keeping its surface moist is known |
| A. | placing |
| B. | wetting |
| C. | curing |
| D. | compacting |
| Answer» C. curing | |
| 233. |
For the construction of the retaining structures, the type of concrete mix to be used, is |
| A. | 1 : 3 : 6 |
| B. | 1 : 2 : 4 |
| C. | 1 : 1½ : 3 |
| D. | 1 : 4 : 8 |
| Answer» C. 1 : 1½ : 3 | |
| 234. |
The produce impermeable concrete |
| A. | thorough mixing of concrete is required |
| B. | proper compaction of concrete is required |
| C. | proper curing of concrete is required |
| D. | all the above |
| Answer» D. all the above | |
| 235. |
Pozzolanic properties exist in |
| A. | shales |
| B. | fly ash |
| C. | pumicite |
| D. | all the above |
| Answer» D. all the above | |
| 236. |
A continuous beam is deemed to be a deep beam when the ratio of effective span to overall depth (1/D) is less than |
| A. | 1.5 |
| B. | 2.0 |
| C. | 2.5 |
| D. | 3.0 |
| Answer» C. 2.5 | |
| 237. |
Pick up the correct statement from the following: |
| A. | the weight of ingredients of concrete mix, is taken in kilograms |
| B. | water and aggregates are measured in litres |
| C. | 20 bags of cement make one tonne |
| D. | all the above |
| Answer» D. all the above | |
| 238. |
If fineness modulus of sand is 2.5, it is graded as |
| A. | very fine sand |
| B. | fine sand |
| C. | medium sand |
| D. | coarse sand |
| Answer» B. fine sand | |
| 239. |
Maximum quantity of water needed per 50 kg of cement for M 15 grade of concrete is |
| A. | 28 liters |
| B. | 30 liters |
| C. | 32 liters |
| D. | 34 liters |
| Answer» C. 32 liters | |
| 240. |
The increased cohesiveness of concrete, makes it |
| A. | less liable to segregation |
| B. | more liable to segregation |
| C. | more liable to bleeding |
| D. | more liable for surface scaling in frosty weather |
| Answer» A. less liable to segregation | |
| 241. |
Concrete is unsuitable for compaction by a vibrator if it is |
| A. | dry |
| B. | earth moist |
| C. | semi-plastic |
| D. | plastic |
| Answer» D. plastic | |
| 242. |
In order to obtain the best workability of concrete, the preferred shape of aggregate is |
| A. | rounded |
| B. | elongated |
| C. | angular |
| D. | all of the above |
| Answer» A. rounded | |
| 243. |
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» D. all the above | |
| 244. |
An aggregate which passes through 25 mm I.S. sieve and is retained on 20 mm sieve, is said to be flaky if its least dimension is less than |
| A. | 22.5 mm |
| B. | 18.5 mm |
| C. | 16.5 mm |
| D. | 13.5 mm |
| Answer» D. 13.5 mm | |
| 245. |
Approximate value of shrinkage strain in concrete, is |
| A. | 0.003 |
| B. | 0.0003 |
| C. | 0.00003 |
| D. | 0.03 |
| Answer» B. 0.0003 | |
| 246. |
For quality control of Portland cement, the test essentially done is |
| A. | setting time |
| B. | tensile strength |
| C. | consistency |
| D. | all the above |
| Answer» D. all the above | |
| 247. |
Strength of concrete with passage of time |
| A. | increases |
| B. | decreases |
| C. | fluctuates |
| D. | remains constant |
| Answer» A. increases | |
| 248. |
Which of the following statements is incorrect? |
| A. | higher vee-bee time shows lower workability |
| B. | higher slump shows higher workability |
| C. | higher compacting factor shows higher workability |
| D. | none of the above |
| Answer» D. none of the above | |
| 249. |
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 |
| Answer» D. 1400° and 1500°c | |
| 250. |
In a pile of length , the points of suspension from ends for lifting it are located at |
| A. | 0.207 l |
| B. | 0.25 l |
| C. | 0.293 l |
| D. | 0.333 l |
| Answer» A. 0.207 l | |
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