In a continuous beam, redistribution of moments is possible because of
Anonymous Quiz
3%
Material linearity
66%
Redundancy of supports
25%
Plastic rotation capacity
6%
Elastic behavior
The principal cause of plastic shrinkage cracking in concrete is
Anonymous Quiz
5%
Chemical reaction
88%
Rapid evaporation of surface moisture
5%
Excess cement
2%
Aggregate segregation
❤1🏆1
In PERT analysis, the expected time of an activity is calculated using
Anonymous Quiz
9%
Arithmetic mean of three time estimates
25%
Difference between pessimistic and optimistic times
5%
Most likely time only
60%
Weighted average of optimistic, most likely, and pessimistic times
Extended aeration process is mainly preferred when
Anonymous Quiz
3%
Land is scarce
15%
Influent BOD is low
14%
Primary treatment is absent
67%
Sludge production must be minimized
🏆1
In precise leveling, the effect of collimation error is eliminated by
Anonymous Quiz
75%
Equal back sight and fore sight distances
4%
Use of staff bubble
20%
Reciprocal observations
0%
Short sights
🏆1
In stiffness method, joint equilibrium equations are written in terms of
Anonymous Quiz
12%
Forces
27%
Moments only
55%
Displacements
6%
Energy terms
❤1
Carbonation depth in concrete increases with
Anonymous Quiz
7%
Lower permeability
24%
Higher cement content
18%
Lower relative humidity
50%
Higher water–cement ratio
The concept of event slack is applicable only when
Anonymous Quiz
6%
Multiple critical paths exist
84%
Events are common to more than one activity
8%
Dummy activities are present
2%
Network is acyclic
🫡5🎉2
Break-point chlorination refers to
Anonymous Quiz
23%
Maximum chlorine residual
60%
Complete oxidation of ammonia
10%
Minimum chlorine dose
7%
Chlorine demand only
Local attraction in compass surveying can be detected when
Anonymous Quiz
68%
Fore bearing equals back bearing ±180°
23%
Sum of interior angles is incorrect
4%
Bearings differ by 90°
5%
Declination is zero
In the principle of virtual work, compatibility is satisfied because
Anonymous Quiz
4%
Loads are real
12%
Displacements are imaginary
9%
Structure is assumed elastic
75%
Virtual displacements are kinematically admissible
🏆2
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✅DAILY QUESTION PRACTICE QUIZ FOR GSSSB-ADDITIONAL ASSISTANT ENGINEER👷🏻-824 POSTS-(ADVT NO. :-303/202526)
In CPM, the earliest occurrence time of an event is governed by
Anonymous Quiz
12%
The longest incoming path
18%
The shortest incoming activity
54%
Average duration of incoming activities
15%
Slack of predecessor events
🏆1
Heave in soils is most likely to occur when
Anonymous Quiz
5%
Soil is dry
8%
Capillary rise is absent
8%
Downward seepage exists
79%
Upward seepage reduces effective stress to zero
🏆1
In a triangulation network, a well-conditioned triangle has angles approximately equal to
Anonymous Quiz
26%
30°, 60°, 90°
18%
45°, 45°, 90°
31%
60°, 60°, 60°
25%
30°, 30°, 120°
❤1
The differential equation of the elastic curve of a beam is derived from
Anonymous Quiz
9%
Shear force equilibrium
16%
Moment equilibrium
19%
Flexural stress equation
56%
Load–deflection relationship