Ad Code

Responsive Advertisement

Material Construction Objective 2

 201. Slump required for concreting lightly reinforced sections without vibration is

(a) up to 25 mm

(b) 25 – 75 mm

(c) 25 – 100 mm

(d) more than 100 mm

202. Slump required for concreting heavily reinforced sections without vibration is

(a) up to 25 mm

(b) 25 – 50 mm


Downloaded From : www.EasyEngineering.net


Downloaded From : www.EasyEngineering.net

www.EasyEngineering.net


(c) 50 – 75 mm

(d) 75 – 125 mm

203. For concreting heavily reinforced sections without vibrations, compaction factor should be

(a) 0.75 – 0.80

(b) 0.80 – 0.85

(c) 0.85 – 0.92

(d) more than 0.92

204. Vee-Bee consistometer test is suitable for finding workability of

(a) rich concrete

(b) lean concrete

(c) stiff concrete

(d) all the above

205. Segregation is due to

(a) lack of sufficient quantity of fine aggregates

(b) dropping concrete from a greater height

(c) over vibration

(d) all the above

206. Bleeding of freshly laid concrete means

(a) segregation of concrete

(b) voids appearing on the surface

(c) appearance of water along with cement paste on the surface

(d) all the above

207. The ratio of strength of concrete after 1 year to that at 28 days is

(a) 0.9

(b) 1.0

(c) 1.1

(d) 1.2

208. On cylindrical specimen, split test is conducted to determine

(a) compressive strength of concrete

(b) tensile strength

(c) flexural strength

(d) all the above

209. Indian Standards specifications for estimating tensile strength and modulus of elasticity of

concrete, if characteristic strength fck


is known, are respectively


(a) 0.75 and 7000

(b) 0.7 and 5000

(c) 0.75 fck and 7000 fck

(d) 0.7 fck and 5000 fck


Downloaded From : www.EasyEngineering.net


Downloaded From : www.EasyEngineering.net

www.EasyEngineering.net


210. Creep is permanent change in dimensions due to

(a) temperature variation

(b) whethering action caused by moisture in the air

(c) sustained load

(d) all the above

211. Creep coefficient of concrete depends upon

(a) stress in concrete

(b) the age of concrete at the time of loading

(c) duration of loading

(d) all the above

212. Coefficient of thermal expansion is highest in

(a) quartzite

(b) sandstone

(c) granite

(d) basalt

213. Which one of the following is not workability enhancing agent?

(a) air entraining agents

(b) plasticizer

(c) super plasticizer

(d) silica fume

214. Which one of the following is not a construction chemical?

(a) silica fume

(b) bonding agents

(c) curing compound

(d) none of the above

215. Which one of the following is not a light-weight concrete?

(a) aerated concrete

(b) no fine concrete

(c) polymer concrete

(d) foamed slag concrete

216. Concrete mix design is intended to

(a) achieve specified characteristic strength

(b) achieve required workability

(c) achieve impermeability

(d) both (a) and (b)

217. Minimum cement content for moderate exposure with normal weight aggregates of size 20 mm in

concrete is

(a) 280 kg/m3

(b) 300 kg/m3


Downloaded From : www.EasyEngineering.net


Downloaded From : www.EasyEngineering.net

www.EasyEngineering.net


(c) 320 kg/m3

(d) 340 kg/m3

218. Fibre reinforced concrete is used in

(a) wearing coat of roads

(b) pipes, manhole covers

(c) door and window frames

(d) all the above

219. Which one of the following is not correct about the use of ferrocement?

(a) for doors and window shutters

(b) domestic water tanks

(c) furnitures

(d) beam and columns

220. The ingredient of paint which gives it the binding property and form opaque coating is

(a) base

(b) vehicle

(c) solvent

(d) filler

221. The ingredient of paint that holds the ingredients in liquid suspension and allows them to be

applied on the surface is:

(a) base

(b) vehicle

(c) solvent

(d) filler

222. The ingredient of paint that increases coverage area and makes application easy is

(a) base

(b) vehicle

(c) solvent

(d) filler

223. The ingredient of paint that reduces the cost and increases durability is

(a) base

(b) vehicle

(c) solvent

(d) filler

224. The cheap ingredient of a paint is

(a) base

(b) vehicle

(c) filler

(d) solvent

225. The presence of dampness while applying the primer affects the life of


Downloaded From : www.EasyEngineering.net


Downloaded From : www.EasyEngineering.net

www.EasyEngineering.net


(a) oil paint

(b) enamel paint

(c) aluminium paint

(d) plastic paint

226. Commonly used base for paint is

(a) iron oxide

(b) red lead

(c) titanium white

(d) any one of the above

227. Commonly used vehicle in paint is

(a) linseed oil

(b) poppy oil

(c) nut oil

(d) any one of the above

228. Commonly used solvent in paint is

(a) white lead

(b) turpentine

(c) linseed oil

(d) any of the above

229. Commonly used inert extenders used in paint is

(a) magnesia

(b) alumina

(c) charcoal

(d) any one of the above

230. Enamel paint is prepared by adding white lead or zinc to

(a) varnish

(b) polysterene

(c) spirit

(d) to any one of the above

231. The surface of which paint can be cleaned by washing with water?

(a) oil paint

(b) enamel paint

(c) emulsion paint

(d) bituminous paint

232. The paint which shines and is visible even in darkness is

(a) synthetic rubber paint

(b) cellulose paint

(c) aluminium paint

(d) emulsion paint


Downloaded From : www.EasyEngineering.net


Downloaded From : www.EasyEngineering.net

www.EasyEngineering.net


233. Which paint is ideally suited to get damp-proof surface?

(a) plastic paint

(b) asbestos paint

(c) synthetic rubber paint

(d) aluminium rubber paint

234. The base material for distemper is

(a) iron oxide

(b) lithopone

(c) chalk

(d) lime

235. The solvent used in cement paint is

(a) spirit

(b) water

(c) turpentine

(d) naptha

236. Paint with white lead base is suitable for painting

(a) concrete surfaces

(b) walls

(c) woodwork

(d) iron work

237. Painting work is generally specified by

(a) weight of the paint used

(b) volume of the paint used

(c) labour used for painting

(d) area of the painted surface.

238. The small areas on painted surface enclosed by hair line cracks are known as

(a) blistering

(b) crazing

(c) wrinkling

(d) chalking

239. Varnish is generally made of

(a) spirit

(b) solvent

(c) resin

(d) both (b) and (c)

240. In the fractional distillation of crude oil the components of crude which do not evaporate is

(a) kerosene

(b) spirit

(c) bitumen


Downloaded From : www.EasyEngineering.net


Downloaded From : www.EasyEngineering.net

www.EasyEngineering.net


(d) fuel oil

241. Select correct option about bitumen

(a) Its components are carbon, hydrogen and oxygen.

(b) It becomes soft at 30° to 100° C.

(c) It is susceptible to oxidation, forming blisters and cracks.

(d) All the above.

242. Cut back bitumen is produced by adding

(a) gasolin

(b) kerosene

(c) high boiling point light oil

(d) any of the above

243. Asphalt is obtained by adding

(a) kerosene

(b) gasolin

(c) sand

(d) any of the above

244. Tar is obtained by destructive distillation of

(a) coal

(b) wood

(c) mineral tar

(d) any one of the above

245. At 30°C asphalt is available in the state of

(a) solid or semisolid

(b) solid

(c) viscous

(d) any of the above

246. Adhesive power is highest in case of

(a) asphalt

(b) bitumen

(c) cold tar

(d) none of the above

247. Main constituent of glass is

(a) alumina

(b) silica

(c) acrylic

(d) none of the above

248. Molten glass can be fabricated by

(a) blowing

(b) drawing


Downloaded From : www.EasyEngineering.net


Downloaded From : www.EasyEngineering.net

www.EasyEngineering.net


(c) casting

(d) any of the above

249. Annealing the glass is the process of

(a) blowing and drawing

(b) drawing and casting

(c) heating and slow cooling

(d) any of the above

250. Tempering the glass is the process of

(a) giving requisite degree of hardness

(b) making it impervious to light

(c) a method of fabrication

(d) none of the above

251. The glass used as windowpanes and laboratory tables is

(a) soda lime glass

(b) potash lime glass

(c) potash lead glass

(d) common glass

252. The glass used for making artificial gem is

(a) soda lime glass

(b) potash lime glass

(c) potash lime glass

(d) coloured glass

253. Wired glass is used for

(a) telephone communication

(b) medicine bottles

(c) fire resistant doors

(d) artificial gems

254. Bulletproof glass has

(a) a number of layers all of same thickness

(b) outer layers thinner than inner layers

(c) outer layers thicker than inner layers

(d) inner layers with steel wires

255. Shielding glass contains

(a) steel wires

(b) fibre glass

(c) lead oxide

(d) chrome

256. Structured glass is

(a) usually coloured


Downloaded From : www.EasyEngineering.net


Downloaded From : www.EasyEngineering.net

www.EasyEngineering.net


(b) mirrored

(c) heat resistant

(d) all the above

257. Polymerization is the process of

(a) combine monomers to form a large chain-like molecule

(b) combine monomers to form a small chain-like molecule

(c) Break a polymer into a number of small monomers

(d) Break a polymer to form into a number of long monomers

258. Phenol formaldehyde is produced by

(a) addition polymerization

(b) condensation polymerization

(c) copolymerization

(d) any of the above

259. Which is wrong statement about thermosetting plastics?

(a) Undergo chemical changes at 127–177°C.

(b) Reheating will soften them.

(c) If heated to 340° C charring takes place.

(d) Soluble in alcohol.

260. Which one of the following is correct statement about thermo plastics?

(a) Soften on heating and hardens on cooling.

(b) The process of hardening and softening may be repeated any number of times.

(c) Scrap obtained from old article can be reused by softening and reshaping.

(d) All the above.

261. Fibre reinforced plastics are manufactured by reinforcing plastic with

(a) paper

(b) asbestos

(c) glass

(d) any of the above

262. Cork is obtained from

(a) bark of oak tree

(b) destructive distillation of wood

(c) mines

(d) any of the above sources

263. Vulcanization of rubber is to

(a) purify rubber

(b) toughen rubber

(c) make it soft

(d) all the above

264. Gypsum boards are manufactured by mixing gypsum with

Downloaded From : www.EasyEngineering.net


Downloaded From : www.EasyEngineering.net

www.EasyEngineering.net


(a) tar

(b) bitumin

(c) asphalt

(d) rubber

265. Turpentine is a natural material obtained from

(a) oak trees

(b) pine trees

(c) mines

(d) any of the above

266. Which one is the correct statement about geosynthetics?

(a) They are fabrics of nylon.

(b) They last long even if they are buried under soil.

(c) They are not affected by water.

(d) All the above.


II. Match List I with List II and select the correct answer code given below the List

267.


List I Class List II Example

A. Volcanic rocks 1 Gneiss

B. Hyperbyssal rocks 2 Granite

C. Plutonic rocks 3 Quartz

D. Metamorphic rocks 4 Basalt


Codes: A B C D

(a) 3 2 4 1

(b) 1 3 2 4

(c) 4 3 2 1

(d) 2 4 3 1


268.


List I List II

Type of stone Strength

A. Trap 1 104 – 140 N/mm2

B. Marble 2 300 – 350 N/mm2

C. Granite 3 70 – 210 N/mm2

D. Sandstone 4 65 – 70 N/mm2

Downloaded From : www.EasyEngineering.net


Downloaded From : www.EasyEngineering.net

www.EasyEngineering.net


Code

(a) A– 3 B – 2 C – 1 D – 4

(b) A– 2 B – 1 C – 4 D – 3

(c) A– 1 B – 2 C – 4 D – 3

(d) A– 2 B – 3 C – 1 D – 4


269.


List I List II

Stone Mohs hardness number

A. Gypsum 1 2

B. Calcite 2 3

C. Quartz 3 7

D. Corundum 4 9


Codes

(a) A– 1 B – 2 C – 4 D – 3

(b) A– 2 B – 1 C – 4 D – 3

(c) A– 1 B – 2 C – 3 D – 4

(d) A– 2 B – 1 C – 4 D – 3


270.


List I List II

Type of wood Used for

A. Jack 1. Agricultural implements

B. Deodar 2. Boat construction

C. Babul 3. Railway sleepers

D. Benteak 4. Musical instruments


Codes:

(a) A– 1 B – 3 C – 4 D – 2

(b) A– 4 B – 2 C – 3 D – 1

(c) A– 3 B – 4 C – 1 D – 2

(d) A– 4 B – 3 C – 1 D – 2


271.

List I List II

Defects in timber Defect due to


Downloaded From : www.EasyEngineering.net


Downloaded From : www.EasyEngineering.net

www.EasyEngineering.net


A. Knot 1. Crushing during growth

B. Shake 2. Fungi attack

C. Rot 3. Excessive heat, wind or frost during the growth

D. Upset 4. Fallen branches during growth


Codes:

(a) A– 4 B – 3 C – 2 D – 1

(b) A– 1 B – 2 C – 3 D – 4

(c) A– 2 B – 3 C – 4 D – 1

(d) A– 4 B – 1 C – 2 D – 3


272.


List I List II

A. Exogenous tree 1. grow inward

B. Endogenous tree 2. cone shaped leaves

C. Deciduous 3. broad leaves

D. Coniferous 4. grow outward


Codes

(a) A– 1 B – 4 C – 3 D – 4

(b) A– 2 B – 3 C – 4 D – 1

(c) A– 3 B – 2 C – 1 D – 4

(d) A– 4 B – 1 C – 3 D – 2


273.

List I List II

Parts of exogenous tree Character

A. Cambium layer 1. Youngest layer

B. Pith 2. Innermost part

C. Heartwood 3. Thin layer of fresh sap.

D. Sapwood 4. Portion surrounding pith


Codes:

(a) A– 1 B – 2 C – 3 D – 4

(b) A– 3 B – 2 C – 4 D – 1

(c) A– 4 B – 1 C – 3 D – 2

(d) A– 1 B – 3 C – 2 D – 4


Downloaded From : www.EasyEngineering.net


Downloaded From : www.EasyEngineering.net

www.EasyEngineering.net


274.

List I List II

Method of sawing Character of sawing

A. Ordinary sawing 1. All cuts are parallel to each other

B. Quarter sawing 2. Adopted when modular rays are not distinct

C. Tangential sawing 3. Suitable for hardwood

D. Radial sawing 4. Least warpage


Codes:

(a) A– 2 B – 1 C – 3 D – 4

(b) A– 1 B – 3 C – 4 D – 2

(c) A– 2 B – 3 C – 4 D – 1

(d) A– 1 B – 4 C – 2 D – 3


275.

List I List II

Constituent of brick earth Effect on brick

A. Silica 1. Gives red colour

B. Alumina 2. Makes sand to fuse and act as cementing material

C. Lime 3. Prevents cracking and warping

D. Oxide 4. Gives plasticity


Codes:

(a) A– 1 B – 4 C – 3 D – 2

(b) A– 2 B – 3 C – 4 D – 1

(c) A– 3 B – 4 C – 2 D – 1

(d) A– 4 B – 3 C – 1 D – 2


276.


List I List II

A. pug mill 1. for burning bricks

B. fillet 2. for table moulding

C. stock board 3. for making frog

D. clamp 4. for tempering


Codes:


Downloaded From : www.EasyEngineering.net


Downloaded From : www.EasyEngineering.net

www.EasyEngineering.net


(a) A– 1 B – 3 C – 2 D – 4

(b) A– 4 B – 3 C – 2 D – 1

(c) A– 4 B – 2 C – 1 D – 3

(d) A– 2 B – 3 C – 4 D – 1


277.

List I List II

A. Quicklime 1. limestone

B. Slaked lime 2. calcium oxide

C. Moderately hydraulic lime 3. calcium hydroxide

D. Kankar 4. contains 20 – 30% clay


Codes:

(a) A– 2 B – 3 C – 4 D – 1

(b) A– 3 B – 2 C – 1 D – 4

(c) A– 1 B – 2 C – 3 D – 4

(d) A– 4 B – 1 C – 3 D – 2


278.

List I List II

In acid test on lime

A. Vigorous efflorescence 1. Class Alime

B. Higher volume of residue 2. Class B lime

C. Thick gel 3. High percentage of lime

D. Flowing gel 4. Unwanted inert material


Codes:

(a) A– 4 B – 3 C – 1 D – 2

(b) A– 3 B – 4 C – 2 D – 1

(c) A– 2 B – 3 C – 4 D – 1

(d) A– 3 B – 4 C – 1 D – 2


279.

List I List II

Constituent of raw materials in OPC Percentage

A. Iron oxide 62

B. Alumina 22


Downloaded From : www.EasyEngineering.net


Downloaded From : www.EasyEngineering.net

www.EasyEngineering.net


C. Silica 5.5

D. Lime 3.0


Codes:

(a) A– 3 B – 4 C – 1 D – 2

(b) A– 3 B – 1 C – 2 D – 4

(c) A– 4 B – 3 C – 2 D – 1

(d) A– 4 B – 1 C – 3 D – 2


280.

List I List II

Constituent of cement Contribution to property of cement

A. Lime 1. Influences setting property

B. Alkalies 2. Cause efflorescence and staining

C. Alumina 3. Imparts strength

D. Iron oxide 4. Imparts colour


Codes:

(a) A– 3 B – 2 C – 1 D – 4

(b) A– 2 B – 3 C – 4 D – 1

(c) A– 3 B – 1 C – 2 D – 4

(d) A– 2 B – 4 C – 1 D – 3


281.

List I List II

Compounds of cement Percentage in cement

A. Tricalcium silicate 1. 11

B. Dicalcium silicate 2. 11

C. Tricalcium alumina 3. 40

D. Tetra calcium alumino ferrite 4. 30


Codes:

(a) A– 4 B – 3 C – 2 D – 1

(b) A– 3 B – 4 C – 1 D – 2

(c) A– 1 B – 2 C – 3 D – 4

(d) A– 3 B – 1 C – 2 D – 4


Downloaded From : www.EasyEngineering.net


Downloaded From : www.EasyEngineering.net

www.EasyEngineering.net


282.

List I List II

Compound in OPC Its influence on the property of cement

A. C2S 1. First to react and set

B. C3S 2. Responsible for 28 days strength

C. C4 AF 3. Responsible for increase in strength even after 28 days

D. C3A 4. Inactive compound


Codes:

(a) A– 3 B – 2 C – 4 D – 1

(b) A– 1 B – 2 C – 3 D – 4

(c) A– 3 B – 4 C – 2 D – 1

(d) A– 2 B – 3 C – 4 D – 1


283.

List I List II

A. bins 1 for storing slurry

B. silos 2 for storing dry powders

C. wash mill 3 to burn

D. rotary kiln 4 to reduce mix to required fineness


Codes:

(a) A– 1 B – 2 C – 3 D – 4

(b) A– 2 B – 1 C – 4 D – 3

(c) A– 2 B – 1 C – 3 D – 4

(d) A– 1 B – 2 C – 4 D – 3


284.


List 1 List 2

A. Specimen for finding compressive strength of cement 1. 150 mm diameter cylinders

B. Specimen for finding tensile strength of cement 2. 7.08 mm cube

C. Specimen to find compressive strength of concrete 3. 150 mm cube

D. Specimen of find tensile strength of concrete 4. briquettes


Codes:


Downloaded From : www.EasyEngineering.net


Downloaded From : www.EasyEngineering.net

www.EasyEngineering.net


(a) A– 1 B – 2 C – 3 D – 4

(b) A– 2 B – 1 C – 3 D – 4

(c) A– 1 B – 3 C – 4 D – 2

(d) A– 2 B – 4 C – 3 D – 1


285.


List I List II

Type of cement Use

A. Blast furnace slag cement 1. For laying concrete under water

B. High alumina cement 2. Construction of dams

C. Sulphate resisting cement 3. Properties same as OPC but cheap

D. Low heat cement 4. Construction of canals and culverts


Codes:

(a) A– 1 B – 2 C – 3 D – 4

(b) A– 3 B – 1 C – 4 D – 2

(c) A– 2 B – 1 C – 3 D – 4

(d) A– 4 B – 3 C – 2 D – 1


286.


List I List II

Pigments used with cement Colour obtained

A. Chloride 1. Brown or black

B. Cobalt oxide 2. Red

C. Iron oxide 3. Green

D. Manganese oxide 4. Blue


Codes:

(a) A– 1 B – 2 C – 4 D – 3

(b) A– 2 B – 3 C – 4 D – 1

(c) A– 3 B – 4 C – 1 D – 2

(d) A– 3 B – 4 C – 2 D – 1


287.


List I List II


Cement : Sand Mortar used for

A. 1 : 2 to 1 : 3 1. Masonry work

B. 1 : 3 2. Pointing

Downloaded From : www.EasyEngineering.net


Downloaded From : www.EasyEngineering.net

www.EasyEngineering.net


C. 1 : 3 to 1 : 4 3. Plastering concrete

D. 1 : 6 to 1 : 8 4. Plastering masonry


Codes:

(a) A– 2 B – 3 C – 4 D – 1

(b) A– 2 B – 3 C – 1 D – 4

(c) A– 4 B – 3 C – 2 D – 1

(d) A– 3 B – 2 C – 4 D – 1


288.


List I List II

Nominal Used for

A.

1: : 3


1. Foundation coarse

B. 1 : 2 : 4 2. Water tanks

C. 1: 3 : 6 3. Slab and beams

D. 1 : 4 : 8 4. Sills of windows


Codes:

(a) A– 1 B – 2 C – 3 D – 4

(b) A– 3 B – 2 C – 4 D – 1

(c) A– 2 B – 3 C – 4 D – 1

(d) A– 4 B – 3 C – 2 D – 1


289.

List I List II

Method of compaction For the works

A. Hand compaction 1. For columns

B. Needle vibrations 2. Precast elements

C. Surface vibrations 3. Floor resting on ground

D. Table vibrations 4. For slabs


Codes:

(a) A– 2 B – 3 C – 4 D – 1

(b) A– 1 B – 3 C – 4 D – 2


Downloaded From : www.EasyEngineering.net


Downloaded From : www.EasyEngineering.net

www.EasyEngineering.net


(c) A– 3 B – 1 C – 4 D – 2

(d) A– 2 B – 1 C – 3 D – 4


290.

List I List II

Concrete work Desirable compaction factor

A. Concreting heavily reinforced sections without vibrators 0.75–0.80

B. Concreting shallow sections with vibrators 0.80–0.85

C. Concreting lightly reinforced sections with vibrators 0.85–0.92

D. Concreting lightly reinforced sections without vibrators > 0.92


Codes:

(a) A– 3 B – 1 C – 2 D – 4

(b) A– 1 B – 2 C – 4 D – 3

(c) A– 4 B – 3 C – 2 D – 1

(d) A– 4 B – 1 C – 2 D – 3


291.

List I List II

Nature of concrete Effect

A. Seggregation 1 Causes pores

B. Bleeding 2 High strength

C. Harsh 3 Rough surface finish

D. Dense 4 Results in weaker pockets


Codes:

(a) A– 1 B – 3 C – 4 D – 2

(b) A– 3 B – 1 C – 2 D – 4

(c) A– 4 B – 1 C – 3 D – 2

(d) A– 4 B – 2 C – 1 D – 3


292.

List I List II

Exposure conditions Minimum cement content in kg/m3

A. Mild 1. 280


Downloaded From : www.EasyEngineering.net


Downloaded From : www.EasyEngineering.net

www.EasyEngineering.net


B. Severe 2. 300

C. Very severe 3. 320

D. Extreme 4. 340

5. 360


Codes:

(a) A– 1 B – 2 C – 3 D – 4

(b) A– 2 B – 3 C – 4 D – 5

(c) A– 3 B – 4 C – 5 D – 1

(d) A– 2 B – 4 C – 5 D – 3


293.


List I List II

Varieties of iron ores Iron content

A. Magnetite 1. 40–45%

B. Haemetite 2. 60%

C. Limonite 3. 70%

D. Pyrite 4. > 70%


Codes:

(a) A– 2 B – 1 C – 3 D – 4

(b) A– 3 B – 2 C – 1 D – 4

(c) A– 1 B – 2 C – 3 D – 4

(d) A– 4 B – 3 C – 2 D – 1


294.

List I List II

Type of cast iron Use

A. White cast iron 1. Small casting

B. Mottled cast iron 2. Agricultural implements

C. Chilled cast iron 3. Manufacture of wrought iron

D. Malleable cast iron 4. Railway wheels


Codes:

(a) A– 1 B – 3 C – 2 D – 4

(b) A– 3 B – 1 C – 4 D – 2

(c) A– 4 B – 2 C – 3 D – 1

(d) A– 3 B – 2 C – 1 D – 4


Downloaded From : www.EasyEngineering.net


Downloaded From : www.EasyEngineering.net

www.EasyEngineering.net


295.


List I List II

Metal % of carbon

A. Steel 1. < 0.15%

B. Cast iron 2. 0.25–1.5%

C. Pig iron 3. 2–4%

D. Wrought iron 4. 3–4%

5. 5%


Codes:

(a) A– 3 B – 4 C – 5 D – 1

(b) A– 2 B – 3 C – 5 D – 1

(c) A– 1 B – 2 C – 3 D – 4

(d) A– 2 B – 3 C – 4 D – 1


296.

List I List II

Material Composition

A. Brass 1. Basic material

B. Bronze 2. Alloy of copper and zinc

C. German silver 3. Alloy of copper and tin

D. Lead 4. Alloy of copper, zinc and nickel


Codes:

(a) A– 2 B – 3 C – 4 D – 1

(b) A– 1 B – 2 C – 3 D – 4

(c) A– 2 B – 1 C – 3 D – 4

(d) A– 1 B – 2 C – 4 D – 3


297.

List I List II

Ingredients of oil paints Role in paint

A. Base 1. Absorbs oxygen from air for hardening

B. Vehicle 2. Hold the ingredients in suspension

C. Solvent 3. Principal constituent

Downloaded From : www.EasyEngineering.net


Downloaded From : www.EasyEngineering.net

www.EasyEngineering.net


D. Drier 4. Increases coverage


Codes:

(a) A– 1 B – 2 C – 3 D – 4

(b) A– 2 B – 3 C – 1 D – 4

(c) A– 3 B – 2 C – 4 D – 1

(d) A– 4 B – 3 C – 2 D – 1


298.


List I List II

Defects in painted surface Due to

A. Blistering 1. Poor workmanship

B. Flaking 2. Excessively thick paint

C. Flashing 3. Poor adhesion

D. Wrinkling 4. Entrapped water vapour


Codes:

(a) A– 4 B – 3 C – 1 D – 2

(b) A– 3 B – 2 C – 4 D – 1

(c) A– 4 B – 2 C – 3 D – 1

(d) A– 1 B – 2 C – 3 D – 4


III. Select your answer according to the coding system given for the assertion A and reason R

given in the following item.

Code:

(a) Both A and R are true and R is the correct explanation of A.

(b) Both A and R are true but R is not the correct explanation of A.

(c) A is true but R is false.

(d) A is false but R is true.

299. A: Metamorphic rocks have bedded or stratified structure.

R: Metamorphic rocks are formed due to the action of pressure, internal heat and chemical

action of water.

300. A: Freshly quarried stones are soft.

R: They contain quarry sap.

Post a Comment

0 Comments

Ad Code

Responsive Advertisement