Related Questions
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Which one of the following surfaces will give highest coefficient of traction while using crawler track tractors?
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4
A machine is purchased for Rs. 10,000,00 and has an estimated life of 10 years. The salvage value at the end of 10 years is Rs. 1,50,000. The book value of the machine at the end of 5 years using general straight line method of evaluation of depreciation is
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4
For which of the following materials, the output of power shovels for a fixed shovel size will be maximum
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4
The critical activity has
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A wheeled tractor hauling unit is working on firm earth. The total loaded weight distribution of this unit is: Drive wheels: 25000 kg Scraper wheels: 10000 kg If the coefficient of traction for wheeled tractor on firm earth is 0.5, the rimpull which this tractor can exert without slipping is
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4
Pick up the incorrect statement from the following:
A. The difference between the earliest start time and latest finish time of any activity, is the maximum time available for the activity
B. The difference between the maximum time available for the job and actual time it consumes, is called total float
C. The difference between the latest start time and earliest start time of an activity, is called total float
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The difference between the time avail-to do a job and the time required to do the job, is known as
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A contractor has two options;
(I): Invest his money in project A or
(II): Invest his money in project B.
If he decides to invest in A, for every rupee invested, he is assured of doubling his money in ten years. If he decides to invest in B, he is assured of making his money 1.5 times in 5 years. If the contractor values his money at 10% interest rate, he
A. Should invest in neither of the two projects
B. Could invest in either of the two projects
C. Should invest in project A
D. Should invest in project B
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4
Crash project duration is obtained by summing the
A. Normal durations for all the activities
B. Crash durations for all activities
C. Crash durations for all the activities along the critical path obtained by taking into account the normal duration for all the activities
D. Crash durations for all the activities along the critical path obtained by taking into account the crash duration for all the activities
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Batching refers to
A. Controlling the total quantity at each batch
B. Weighing accurately, the quantity of each material for a job before mixing
C. Controlling the quantity of each material into each batch
D. Adjusting the water to be added in each batch according to the moisture content of the materials being mixed in the batch
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4
Free float for any activity is defined as the difference between
A. Its earliest finish time and earliest start time for its successor activity
B. Its latest start time and earliest start time
C. Its latest finish time and earliest start time for its successor activity
D. Its earliest finish time and latest start time for its successor activity
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For the network shown in the given figure, the expected time for the activity
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Residential buildings are treated as
C. Industrial construction
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Pick up the incorrect statement from the following:
A. The activity is the time consuming part of a project
B. The beginning and end of a job, are called events
C. The activity which consumes maximum time, is called a node
D. Logically and sequentially connected activities and events form a network
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If the gross vehicle weight of a truck is 30 tonne and rolling resistance is 30 kg/tonne, then the tractive effort required to keep the truck moving at a uniform speed is
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Pick up the correct statement from the following:
A. Optimistic time estimate refers to activities
B. Pessimistic time estimate refers to activities
C. Most likely time estimate refers to activities
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4
A four wheel truck or whose operating weight is 12000 kg is pulled along a road having a rising slope of 2% at a uniform speed. Assume grade resistance factor = 10 kg/tonne. The tension in the tow cable is 720 kg. The rolling resistance of the road will be
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4
Bar charts are suitable for
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Henry Gantt developed Bar charts for planning and scheduling of projects in
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The most popular type of organisation used for Civil Engineering Constructions, is
B. Line and staff organisation
C. Functional organisation
D. Effective organisation
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The original cost of an equipment is Rs.10,000. Its salvage value at the end of its total useful life of five years is Rs. 1,000. Its book value at the end of two years of its useful life (as per straight line method of evaluation of depreciation) will be
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4
Consider the following statements: In the bar chart planning
1. Interdependence of the operations cannot be portrayed.
2. Progress of work can be measured.
3. Spare time of the activities can be determined.
4. Schedule cannot be updated. Of these statements
A. 1, 2 and 3 are correct
C. 2, 3 and 4 are correct
D. 1, 2 and 4 are correct
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The Overall in-charge of an organisation at the site responsible for the execution of the works, is
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The area under the Beta distribution curve is divided into two equal parts by
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Mile Stone charts were invented in the year of
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If D is the duration, ES and EF are the earliest start and finish, LS and LF are latest start and latest finish time, then the following relation holds good
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Optimistic time, most likely time and pessimistic times for the activities of a network in the given figure are written above their arrows. If the contractual obligation time for the project is 75, the latest occurrence time for the event 2, is
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An event is indicated on the network by a number enclosed in
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In the time-cost optimisation, using CPM method for network analysis, the crashing of the activities along the critical path is done starting with the activity having
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Various activities of a project, are shown on bar charts by