Question is ⇒ Which one of the following is not the excavating and movinig type machine ?, Options are ⇒ (A) Dragline, (B) Scraper, (C) Buldozer, (D) Dump truck, (E) , Leave your comments or Download question paper.

Question is ⇒ Which one of the following is not the excavating and movinig type machine ?, Options are ⇒ (A) Dragline, (B) Scraper, (C) Buldozer, (D) Dump truck, (E) , Leave your comments or Download question paper. Previous question Next question


Q1.	Which one of the following is not the excavating and movinig type machine ?
A.	Dragline [Wrong Answer]
B.	Scraper [Wrong Answer]
C.	Buldozer [Wrong Answer]
D.	Dump truck [Correct Answer]
View Answer 18 -12 Explanation:- Answer : D Discuss it below : !! OOPS Login [Click here] is required to post your answer/result Help other students, write article, leave your comments

Previous question Next question

Also Read Similar Questions Below :

⇒ Critical path
Is always longest
Always shortest
May be longest
May be shortest

⇒ In India, are prefabricated components costlier than those of traditional cast-in-situ items that the prefabricated components replace?
Yes, because of heavier overheads and handling cost
Yes, because of the very high order of quality control for the factory made components
No, because of repetitive manufacture of a number of elements
No, because of savings in site labour

⇒ CPM network is
Event oriented
Activity oriented
Slack oriented
Float oriented

⇒ In the network shown in Fig. , the critical path is
1-2-3-4-5-6
1-2-4-5-6
1-2-3-5-6
1-2-4-3-5-6

⇒ If the excavation of earth is done manually then it costs Rs. 10 per cum. A machine can excavate at a fixed cost of Rs. 4000 plus a variable cost of Rs. 2 per cum. The quantity of earth for which the cost of excavation by machine will be equal to the cost of manual excavation is
500 cum
1000 cum
1500 cum
2000 cum

⇒ Updating may result in
change of critical path
decrease of project completion time
increase of project completion time
all of the above

⇒ Slack time refers to
An activity
An Event
Both event and activity
None of the above

⇒ Crash project duration is obtained by summing the
normal durations for all the activities
crash durations for all activities
crash durations for all the activities along the critical path obtained by taking into account the normal duration for all the activities
crash durations for all the activities along the critical path obtained by taking into account the crash duration for all the activities.

⇒ The constraints in case of resource smoothening operation would be
resources
project duration time
both resources and project duration time
none of the above

⇒ Bar charts are considered suitable for
Major projects
Minor projects
Large projects
All of these

⇒ The normal time required for the comple-tion of project in the above problem is
9 days
13 days
14 days
19 days

⇒ The effectiveness of explosion during tunnelling increases by the process of
Squibbing
Stemming
Priming
Firing

⇒ An event is
A definite job
A definite time interval
The terminals of an activity
A definite position of an activity

⇒ Which one of the following is not a part of the diesel engine ?
Fuel pump
Piston
Crankshaft
Spark plug

⇒ Interfering float is the difference between
total float and free float
total float and independent float
free float and independent float
none of the above

⇒ If the gross vehicle weight of a truck is 30 t and rolling resistance is 30 kg/tonne, then the tractive effort required to keep the truck moving at a uniform speed is
30 kg
300 kg
900 kg
1000 kg

⇒ The grade resistance factor for an earth moving machine can be obtained by multiplying grade percentage by a factor approximately equal to
2 kg/tonne
6 kg/tonne
9 kg/tonne
20 kg/tonne

⇒ Which of the following conveyor is never used ?
Spiral
Roller
Screw
None of these

⇒ Which one of the following, shovel excavators is considered most efficient in loading carriers ?
Dipper shovel
Dragline
Backhoe
Clamshell

⇒ Which of the following is a material handling device?
Block and tackle
Skids
Pipeline
All the above

⇒ A drill most suitable for drilling down horizontal or up holes is
Jack hammer
Drifter
Blasto hole drill
Shot drill

⇒ The most suitable type of equipment for compaction of cohesive soils is
Smooth-wheeled rollers
Vibratory rollers
Sheep foot rollers
Tampers

⇒ The construction equipment suitable for lifting and transportation is
Lift truck
Winch crab
Spiral chute
Both (A) and (C)

⇒ Which one of the following shovel excavator is not suitable for operation in hard soil and rocks ?
Dipper shovel
Dragline
Backhoe
Clamshell

⇒ The basic action involved in sheep foot rolling is
Kneading
Pressing
Tamping
Vibration

⇒ PERT technique of network analysis is mainly useful for
small projects
large and complex projects
research and development projects
deterministic activities

⇒ Sand is produced by crushing in
Hammer mill
Ball mill
Gyrator
Jaw crusher

⇒ Which one of the following is not the excavating and movinig type machine ?
Dragline
Scraper
Buldozer
Dump truck

⇒ The direct cost of a project with respect to normal time is
minimum
maximum
zero
infinite

⇒ In PERT technique the critical path has slack equal to
Zero always
Positive
Negative
Zero or negative