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✅Subject-wise arrangement for systematic preparation
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Forwarded from Civil Solution Hub by Harshil Sir
GSSSB 355 work assistant notification.pdf
3.2 MB
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Forwarded from Feni Ma’am
GSSSB 355 work assistant syllabus.pdf
751.1 KB
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✅DAILY QUESTION PRACTICE QUIZ FOR GSSSB-ADDITIONAL ASSISTANT ENGINEER👷🏻-824 POSTS-(ADVT NO. :-303/202526)
👍3
In a CPM network, if two critical paths exist, then the project duration will be
Anonymous Quiz
18%
Equal to the shorter critical path
59%
Equal to the longer critical path
19%
Equal to both critical paths
4%
Indeterminate
The critical hydraulic gradient for soil boiling depends mainly on
Anonymous Quiz
30%
Effective unit weight
11%
Particle shape
23%
Void ratio
36%
Saturated unit weight
If a traverse is adjusted by Bowditch rule, the corrections applied are proportional to
Anonymous Quiz
12%
Length only
10%
Latitude only
10%
Departure only
69%
Length of traverse lines
The curvature of a beam at any section is proportional to
Anonymous Quiz
6%
Shear force
68%
Bending moment
12%
Slope
14%
Deflection
The use of mineral admixtures in concrete primarily improves
Anonymous Quiz
13%
Early strength
17%
Hydration rate
57%
Long-term durability
13%
Initial setting time
Which cement is MOST suitable for marine structures subjected to chloride attack?
Anonymous Quiz
4%
Ordinary Portland cement
27%
Rapid hardening cement
21%
Low heat cement
48%
Portland pozzolana cement
❤7
In time–cost optimization, the cost slope of an activity represents
Anonymous Quiz
70%
Increase in cost per unit reduction in time
11%
Total crashing cost
13%
Increase in duration per unit cost
7%
Decrease in duration per unit cost
In confined aquifers, the water level observed in a piezometer represents
Anonymous Quiz
8%
Water table
38%
Pressure head only
46%
Piezometric surface
8%
Capillary rise
The horizontal distance between two contour lines represents
Anonymous Quiz
21%
Vertical interval
8%
Reduced level
33%
Slope of ground
38%
Elevation difference
❤1
In a fixed beam, the points of contraflexure depend mainly on
Anonymous Quiz
35%
Load distribution
20%
Span length only
23%
Material properties
23%
Support reactions
Autogenous shrinkage in concrete occurs mainly due to
Anonymous Quiz
6%
Drying of surface
84%
Chemical shrinkage during hydration
8%
Temperature variation
2%
Carbonation
An activity having zero free float but non-zero total float indicates that
Anonymous Quiz
10%
Activity is critical
67%
Successor activity is critical
18%
Activity can delay project
5%
Project duration is fixed
Trickling filters are classified as
Anonymous Quiz
80%
Biological attached growth systems
8%
Chemical treatment units
8%
Primary treatment units
4%
Physical treatment units
🏆1