19.Temporary benchmark is generally used for
Anonymous Quiz
7%
Large projects
17%
Long-term surveys
75%
Short-term works
2%
National mapping
✅DAILY QUESTION PRACTICE QUIZ FOR GSSSB-ADDITIONAL ASSISTANT ENGINEER👷🏻-824 POSTS-(ADVT NO. :-303/202526)
1.Rapid hardening cement gains strength faster due to
Anonymous Quiz
15%
High C₂S
72%
High C₃S
7%
High gypsum
6%
High fineness only
2.Resource allocation mainly deals with
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13%
Time optimization
6%
Cost reduction
79%
Efficient use of resources
2%
Network logic
3.Permeability of soil decreases when
Anonymous Quiz
14%
Temperature increases
49%
Void ratio decreases
17%
Particle size increases
20%
Hydraulic gradient increases
5.The redundancy in a structure is equal to
Anonymous Quiz
67%
Degree of indeterminacy
22%
Degree of freedom
8%
Number of supports
2%
Number of members
6.High performance concrete differs from conventional concrete mainly due to
Anonymous Quiz
7%
High water content
83%
Controlled microstructure
5%
Use of lime
5%
Low cement content
7.Float available to an event is known as
Anonymous Quiz
24%
Free float
27%
Total float
25%
Event slack
24%
Independent float
❤1💯1
8.The main drawback of activated sludge process is
Anonymous Quiz
22%
Large land requirement
48%
High power consumption
8%
Low efficiency
22%
Odour problems
9.Levelling instrument axis should be
Anonymous Quiz
25%
Vertical
48%
Horizontal
2%
Inclined
25%
Parallel to staff
10.Fixed-end moment for a beam fixed at both ends under UDL is
Anonymous Quiz
32%
wl²/12
36%
wl²/24
30%
wl²/8
1%
wl²/6
11.Shrinkage cracks are more likely to occur when
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6%
Curing is proper
61%
Cement content is high
19%
Aggregate size is large
14%
Humidity is high
12.Dummy activity consumes
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4%
Time
8%
Resources
2%
Cost
86%
Neither time nor resources
❤1
13.Primary clarifier efficiency is expressed in terms of removal of
Anonymous Quiz
19%
BOD
7%
COD
73%
Suspended solids
1%
Nitrogen
14.Magnetic declination varies with
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10%
Latitude only
15%
Longitude only
71%
Time and place
4%
Elevation
15.A plastic hinge forms when
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7%
Stress equals elastic limit
71%
Yield stress occurs throughout section
19%
Maximum bending moment occurs
3%
Deflection is maximum
16.Pozzolanic reaction is slower than hydration because
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18%
Lime content is low
42%
Silica reacts slowly
15%
Water is insufficient
25%
Cement content is low