Expected variance of a project in PERT depends on
Anonymous Quiz
27%
Critical path variances only
16%
Longest duration activity
4%
Dummy activities
53%
All activity variances
❤1
The self-cleansing velocity for storm water drains is generally taken as
Anonymous Quiz
15%
0.3 m/s
48%
0.45 m/s
33%
0.6 m/s
4%
1.0 m/s
❤1
The method of plane table resection using three known points is known as
Anonymous Quiz
23%
Bessel’s method
15%
Radiation
24%
Traversing
38%
Lehmann’s method
In a cantilever beam, shear force at the free end is
Anonymous Quiz
20%
Maximum
19%
Negative maximum
11%
Equal to reaction
50%
Zero
The rate of hydration of cement increases with
Anonymous Quiz
15%
Decrease in fineness
23%
Increase in aggregate size
24%
Decrease in w/c ratio
39%
Increase in temperature
❤3
Latest start time of an activity is calculated using
Anonymous Quiz
42%
Backward pass
29%
Float analysis
7%
Dummy logic
22%
Forward pass
Anaerobic sludge digestion produces
Anonymous Quiz
9%
Oxygen
9%
Nitrogen
7%
Chlorine
75%
Methane and CO₂
The main cause of local attraction in compass surveying is
Anonymous Quiz
3%
Earth’s rotation
92%
Magnetic substances nearby
5%
Instrumental error
0%
Observer error
The flexibility coefficient in structural analysis represents
Anonymous Quiz
32%
Displacement due to unit load
9%
Stress due to unit strain
14%
Moment due to unit rotation
46%
Reaction due to unit displacement
High alumina cement gains strength rapidly because of
Anonymous Quiz
9%
High silica content
8%
High lime content
22%
High gypsum content
62%
High alumina content
🏆3
Independent float is always
Anonymous Quiz
9%
Greater than total float
9%
Equal to free float
74%
Less than or equal to free float
7%
Greater than free float
The main objective of aeration in water treatment is to remove
Anonymous Quiz
7%
Hardness
15%
Turbidity
16%
Pathogens
62%
Dissolved gases
👍1
The line joining points of equal rainfall is called
Anonymous Quiz
8%
Isogon
82%
Isohyet
6%
Isobath
4%
Contour
The moment-area theorem relates deflection with
Anonymous Quiz
19%
Bending moment
7%
Shear force
71%
Area of M/EI diagram
3%
Load intensity
202601052700002.pdf
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