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This section includes 341 Mcqs, each offering curated multiple-choice questions to sharpen your Dc Machines knowledge and support exam preparation. Choose a topic below to get started.
| 201. |
A wooden block hinged on post outside a door, is known |
| A. | cleat |
| B. | stop |
| C. | horn |
| D. | none of these. |
| Answer» B. stop | |
| 202. |
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 | |
| 203. |
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. | |
| 204. |
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 | |
| 205. |
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 |
| Answer» D. 50 to 100 mm | |
| 206. |
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 | |
| 207. |
The portion of a brick cut across the width, is called |
| A. | closer |
| B. | half brick |
| C. | bed |
| D. | bat. |
| Answer» E. | |
| 208. |
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 |
| Answer» C. half the column spacing | |
| 209. |
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. | |
| 210. |
Under reamed piles are generally used for |
| A. | machine foundations |
| B. | factory buildinp |
| C. | transmission linetowers |
| D. | All the above. |
| Answer» E. | |
| 211. |
The wedge shaped bricks forming an arch ring, are called |
| A. | Soffits |
| B. | voussoirs |
| C. | haunchs |
| D. | spandrils. |
| Answer» C. haunchs | |
| 212. |
A pointed arch which forms isosceles or equilateral triangle, is generally known as |
| A. | three centred arch |
| B. | two centred arch |
| C. | Lancet arch |
| D. | Bull's eye arch. |
| Answer» D. Bull's eye arch. | |
| 213. |
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 |
| Answer» E. | |
| 214. |
The under surface of an arch, is called |
| A. | soffit |
| B. | intrados |
| C. | haunch |
| D. | back. |
| Answer» B. intrados | |
| 215. |
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. | |
| 216. |
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 | |
| 217. |
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 |
| Answer» E. | |
| 218. |
The angular steps used for changing direction of the stairs, are called |
| A. | round steps |
| B. | angular steps |
| C. | winders |
| D. | radial steps |
| Answer» D. radial steps | |
| 219. |
A projecting piece usually provided to support a truss, is |
| A. | cornice |
| B. | coping |
| C. | frieze |
| D. | lintal. |
| Answer» D. lintal. | |
| 220. |
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. | |
| 221. |
The line of intersection of the surfaces of a sloping roof forming an external angle exceeding 180°, is |
| A. | ridge |
| B. | hip |
| C. | valley |
| D. | none of these. |
| Answer» C. valley | |
| 222. |
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. | all the above. |
| Answer» E. | |
| 223. |
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 |
| Answer» E. | |
| 224. |
The process of making the back ground rough, before plastering, is |
| A. | dubbing |
| B. | hacking |
| C. | blistering |
| D. | peeling. |
| Answer» C. blistering | |
| 225. |
While designing a stair, the product of rise and going is approximately kept equal to |
| A. | 350 |
| B. | 420 |
| C. | 450 |
| D. | 500 |
| Answer» C. 450 | |
| 226. |
Couple roof is used for spans |
| A. | 3.5 m or less |
| B. | 3.5 m but less than 5 m |
| C. | 5 m but less than 6.5 m |
| D. | 6.5 m but less than 8 m. |
| Answer» B. 3.5 m but less than 5 m | |
| 227. |
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 |
| Answer» B. 10 m | |
| 228. |
If height of the first storey of a building is 3.2 m and riser is 13 cm, the number of treads required, is |
| A. | 12 |
| B. | 18 |
| C. | 24 |
| D. | 25 |
| Answer» D. 25 | |
| 229. |
Two columns 50 cm x 50 cm and 60 cm x 60 cm carry 80 tonnes and 120 tonnes of loads respectively. The centre to centre distance between columns is 5.00 metres. The permissible bearing capacity of the soil is 20 t/m². If the footing is not to project more than 25 cm beyond the outside of the smaller column, pick up the correct design parameters of the footing from the following: |
| A. | distance of C.G. of the loads from the smaller column = 3.00 m |
| B. | the length of the foundation slab = 7.00 m |
| C. | area of footing slab = 11.00 m² |
| D. | all the above. |
| Answer» E. | |
| 230. |
Auger boring |
| A. | is the most primitive method for making a hole in the ground |
| B. | is generally employed in cohesive and other self soils above water table |
| C. | is most economical upto a depth of 5 metres |
| D. | all the above. |
| Answer» E. | |
| 231. |
Rotary drilling |
| A. | is not suitable for deposits containing very coarse gravel |
| B. | hinders the ground water observations and permeability test |
| C. | is not economical for holes of less than 10 cm. |
| D. | all the above. |
| Answer» E. | |
| 232. |
Negative skin friction |
| A. | is a downward drag acting on a pile due to downward movement of the surrounding compressible soil relative to the pile |
| B. | develops due to lowering of ground water |
| C. | both (a) and (b) |
| D. | neither (a) not (b). |
| Answer» D. neither (a) not (b). | |
| 233. |
The thickness of a reinforced brick partition wall, is generally kept |
| A. | 5 cm |
| B. | 10 cm |
| C. | 15 cm |
| D. | 20 cm |
| Answer» C. 15 cm | |
| 234. |
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 |
| Answer» C. glass strips are driven into the layer according to the pattern required | |
| 235. |
The strength of brick masonry in 1:6 cement mortar, is |
| A. | 20 tonnes/m² |
| B. | 40 tonnes/m² |
| C. | 50 tonnes/m² |
| D. | 60 tonnes/m² |
| Answer» D. 60 tonnes/m² | |
| 236. |
Which one of the following activities is not correct as applicable to brick corbels |
| A. | the maximum projection of the corbel should not be more than the thickness of the wall |
| B. | the maximum projection of each corbel course should be limited to a quarter brick at a time |
| C. | the discontinuous corbels are used to carry heavy concentrated loads |
| D. | stretcher bond is generally used for the construction of brick corbel. |
| Answer» E. | |
| 237. |
For a wall carrying heavy load on low bearing capacity soil, |
| A. | lean concrete bed is provided |
| B. | thick concrete bed is provided |
| C. | reinforced concrete bed is provided |
| D. | (a) and (c) of the above |
| Answer» E. | |
| 238. |
Best type of piles for soft soil having little resistance to the flow of concrete, is |
| A. | Simplex pile |
| B. | Vibro pile |
| C. | Raymond pile |
| D. | Franki pile. |
| Answer» C. Raymond pile | |
| 239. |
The process of filling hollow spaces of walls before plastering, is known |
| A. | hacking |
| B. | dubbing out |
| C. | blishering |
| D. | peeling |
| Answer» C. blishering | |
| 240. |
The foundation which consists of a thick reinforced cement slab covering whole area to support heavy concentrated structural loads, is known as |
| A. | combined footing |
| B. | strap footing |
| C. | raft footing |
| D. | none of these. |
| Answer» D. none of these. | |
| 241. |
For the construction of flyovers in sandy soils, the type of foundation provided, is |
| A. | strap footing |
| B. | raft footing |
| C. | combined footing |
| D. | pier footing |
| Answer» E. | |
| 242. |
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 | |
| 243. |
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. | both (a) and (b) of the above. |
| Answer» E. | |
| 244. |
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 | |
| 245. |
For each storey of a building, the depth of exploration should be |
| A. | 1 metre |
| B. | 2 metres |
| C. | 3 metres |
| D. | 4 metres. |
| Answer» D. 4 metres. | |
| 246. |
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. | |
| 247. |
The piece of a brick cut along the centre of width in such a way that its length is equal to that of full brick, is called |
| A. | half brick |
| B. | queen closer |
| C. | king closer |
| D. | bevelled closer. |
| Answer» C. king closer | |
| 248. |
The depth of concrete bed of the foundation depends upon |
| A. | the projection of the concrete block beyond the footing over it |
| B. | the upward soil pressure |
| C. | the mix of the concrete |
| D. | all the above. |
| Answer» E. | |
| 249. |
A floor constructed with 3 mm marble chips, is known |
| A. | mosaic floor |
| B. | terrazo floor |
| C. | chips floor |
| D. | marble floor. |
| Answer» C. chips floor | |
| 250. |
To construct a 10 cm thick partition wall, you will prefer |
| A. | English bond |
| B. | Flemish bond |
| C. | Header bond |
| D. | Stretcher bond. |
| Answer» E. | |