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DAILY QUESTION PRACTICE QUIZ FOR GSSSB-ADDITIONAL ASSISTANT ENGINEERπ·π»-824 POSTS-(ADVT NO. :-303/202526)
Unsoundness in cement is mainly due to excess
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7%
Silica
10%
Alumina
79%
Free lime and magnesia
4%
Gypsum
In CPM, a burst activity represents
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26%
One activity leading to many
55%
Many activities leading to one
11%
Dummy activity
8%
Critical activity
Theis equation is used to analyze
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25%
Steady flow in wells
54%
Unsteady flow to wells
13%
Flow in canals
9%
Infiltration
A closed traverse is geometrically checked by
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3%
Sum of bearings
3%
Sum of lengths
34%
Sum of included angles
59%
Sum of latitudes and departures
In trusses, zero-force members are identified mainly to
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15%
Increase strength
44%
Simplify analysis
12%
Reduce cost
28%
Increase stiffness
The waterβcement ratio law was proposed by
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5%
Gauss
90%
Duff Abrams
4%
Feret
2%
Lea
The probability of completing a project within a given time is obtained using
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7%
Poisson distribution
65%
Normal distribution
16%
Binomial distribution
11%
Uniform distribution
Minimum slope in sewers is provided to ensure
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74%
Self-cleansing velocity
20%
Maximum discharge
5%
Minimum depth
2%
Structural safety
The method of plane table surveying best suited for locating inaccessible points is
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9%
Radiation
25%
Traversing
54%
Intersection
12%
Resection
For a cantilever beam, the bending moment diagram under point load at free end is
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28%
Parabolic
26%
Rectangular
21%
Straight line
25%
Triangular
β€1
Loss of workability of concrete with time is known as
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9%
Bleeding
33%
Segregation
37%
Slump loss
21%
Creep
In CPM network, an activity is said to be critical when
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10%
Its free float is maximum
65%
Its total float is zero
12%
It has minimum duration
13%
It does not affect project cost
Imhoff tank combines
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28%
Sedimentation and filtration
29%
Aeration and sedimentation
8%
Digestion and filtration
35%
Sedimentation and digestion
Magnetic declination at a place changes due to
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12%
Temperature
10%
Time
12%
Place
65%
Time and place
β€1π1
In the moment distribution method, the distribution factor of a member at a joint depends on
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3%
Length of the member only
19%
Flexural rigidity (EI) only
75%
Relative stiffness of connected members
3%
Carry-over factor only
Low heat cement is most suitable for
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14%
Precast members
5%
Pavements
76%
Dams
4%
Rapid repairs
π1
The path having maximum total duration in a network is called
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9%
Free path
76%
Critical path
9%
Dummy path
6%
Slack path
Taste and odour in water are commonly removed by
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22%
Chlorination
15%
Sedimentation
17%
Coagulation
46%
Aeration