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Construction Planning and Management

Construction Planning and Management
The difference between the time avail-to do a job and the time required to do the job, is known as

Event
Constraint
Float
Duration

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Construction Planning and Management
PERT technique of network analysis is mainly useful for

Research and development projects
Large and complex projects
Deterministic activities
Small projects

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Construction Planning and Management
Completion of an activity on CPM network diagram, is generally known

Event
Node
All listed here
Connector

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Construction Planning and Management
The probability of completion of any activity within its expected time is

0.5
0.841
0.999
1

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Construction Planning and Management
While scheduling a project by C.P.M.

A project is divided into various activities
Net work is drawn by connecting the activities and the events
All listed here
Required time for each activity is established

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Construction Planning and Management
The part of a derrick crane include
(i) Mast
(ii) Boom
(iii) Bull wheel
(iv) Jackwhich of these statements are correct?

(i), (iii) and (iv) are correct
(i), (ii) and (iii) are correct
(ii), (iii) and (iv) are correct
(i), (ii) and (iv) are correct

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