✅DAILY QUESTION PRACTICE QUIZ FOR GSSSB-MUNICIPAL ENGINEER👷🏻-60 POSTS-(ADVT. NO. :350/202526)
Retarding admixtures are used to
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55%
Increase setting time
35%
Decrease setting time
7%
Increase strength
2%
Reduce permeability
Three-hinged arches are
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43%
Stable and determinate
4%
Unstable
11%
Indeterminate
42%
Both B and C
Permanent hardness of water is due to
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14%
Carbonates
25%
Bicarbonates
7%
Dissolved gases
55%
Chlorides and sulphates
The shrinkage limit represents
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27%
Maximum volume
17%
Liquid state
39%
Minimum volume
17%
Plastic state
❤1
The VDF (Vehicle Damage Factor) is used in
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11%
Camber design
76%
Pavement design
4%
Sewer design
8%
Bridge design
❤2
The most suitable cement for underwater construction is
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2%
OPC
4%
PPC
39%
Rapid Hardening Cement
55%
Quick Setting Cement
In shear force diagrams, sudden jumps indicate
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15%
Moments
29%
Axial load
14%
Shear
42%
Point loads
❤2
The chlorine that remains after reaction is
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8%
Chlorine demand
10%
Applied chlorine
78%
Residual chlorine
4%
Combined chlorine
The factor of safety for slope stability in long-term analysis is
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7%
1.0
28%
1.2
57%
1.5
8%
1.7
❤1
Transition curves reduce
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14%
Superelevation
77%
Centrifugal acceleration
8%
Gradient
1%
Lane width
✅DAILY QUESTION PRACTICE QUIZ FOR GSSSB-PLANNING ASSISTANT👷🏻-100 POSTS-(ADVT NO. :331/202526)
In traversing, closing error is adjusted by
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18%
Simpson rule
7%
Corelation rule
6%
Equal shift rule
69%
Bowditch rule
❤1
Book value of a property means
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45%
Market value
28%
Depreciated value
6%
Replacement value
21%
Capitalized value
Base shear is calculated based on
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5%
Wind speed
14%
Concrete grade
70%
Earthquake zone factor
10%
Live load
❤2
The design speed for urban arterial roads is usually
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6%
20–25 km/h
51%
30–40 km/h
32%
50–60 km/h
11%
80–90 km/h
The magnetic needle always aligns towards
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24%
True north
72%
Magnetic north
3%
Grid north
1%
Solar north
Soil-bearing capacity increases with
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13%
High void ratio
7%
Low density
6%
Saturation
75%
Compaction