✅DAILY QUESTION PRACTICE QUIZ FOR GSSSB-MUNICIPAL ENGINEER👷🏻-60 POSTS-(ADVT. NO. :350/202526)
A portal frame subjected to lateral load undergoes
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12%
No sway
11%
Only rotation
55%
Sway displacement
22%
Only axial deformation
❤1
The minimum free residual chlorine after 30 minutes contact should be
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14%
0.1 mg/l
49%
0.2 mg/l
32%
0.5 mg/l
5%
1.0 mg/l
The dry density of soil decreases when
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82%
Water content increases beyond OMC
6%
Soil is well graded
5%
Voids reduce
7%
Compaction energy increases
🏆2
The radius of a horizontal curve varies inversely with
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16%
Superelevation
4%
Friction
2%
Speed
78%
All of the above
🫡4
The hydration of cement is a/an
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6%
Physical reaction
4%
Mechanical reaction
11%
Electrochemical reaction
79%
Chemical reaction
A fixed beam subjected to UDL has maximum bending moment at
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56%
Mid-span
23%
Supports
11%
Quarter-span
10%
Free end
Alkalinity in water is due to
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18%
Chlorides and Nitrates
8%
Sulphates
67%
Carbonates and bicarbonates
6%
None of the above
The plasticity index is the difference between
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4%
LL and SL
82%
LL and PL
12%
PL and SL
2%
MC and LL
The basic dimension of a traffic rotary is
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7%
Entry angle
8%
Exit angle
63%
Inscribed circle diameter
21%
Weaving width
✅DAILY QUESTION PRACTICE QUIZ FOR GSSSB-PLANNING ASSISTANT👷🏻-100 POSTS-(ADVT NO. :331/202526)
Plane table survey is not suitable for
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5%
Open areas
17%
Small-scale mapping
72%
Forested areas
6%
Quick plotting
The shrinkage limit of soil indicates
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15%
Plasticity
71%
Volume change limit
9%
Density variation
5%
Compaction
The main contributor to photochemical smog is
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10%
SO₂
10%
CFCs
57%
NOx + sunlight
23%
Ozone + CFC
The value of property that includes cost of land + cost of building is
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4%
Scrap value
53%
Market value
32%
Book value
10%
Salvage price
The most flexible lateral load resisting system is
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27%
Shear walls
16%
Braced frames
55%
Moment-resisting frames
2%
Core walls
Transition curves are introduced to
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3%
Increase pavement roughness
4%
Decrease vehicle speed
93%
Provide gradual change of curvature
1%
Increase earthwork
The contour lines that are very close represent
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70%
Steep slope
12%
Flat terrain
13%
Valley
5%
Ridge
The compaction test that gives maximum dry density is
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21%
CBR test
66%
Standard Proctor
10%
Atterberg limit
3%
Hydrometer test