❤1
Book value of a property means
Anonymous Quiz
45%
Market value
28%
Depreciated value
6%
Replacement value
21%
Capitalized value
Base shear is calculated based on
Anonymous Quiz
5%
Wind speed
14%
Concrete grade
70%
Earthquake zone factor
10%
Live load
❤2
The design speed for urban arterial roads is usually
Anonymous Quiz
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
Anonymous Quiz
24%
True north
72%
Magnetic north
3%
Grid north
1%
Solar north
Soil-bearing capacity increases with
Anonymous Quiz
13%
High void ratio
7%
Low density
6%
Saturation
75%
Compaction
Time–cost tradeoff in projects is known as
Anonymous Quiz
47%
Crashing
11%
Fast tracking
13%
Float analysis
29%
Resource smoothing
✅DAILY QUESTION PRACTICE QUIZ FOR GSSSB-ADDITIONAL ASSISTANT ENGINEER👷🏻-824 POSTS-(ADVT NO. :-303/202526)
Initial consistency of cement is measured using
Anonymous Quiz
5%
Blaine test
76%
Vicat apparatus
17%
Le Chatelier mould
2%
Impact hammer
A dummy activity consumes
Anonymous Quiz
4%
Time only
5%
Resources only
22%
Both time and resources
70%
Neither time nor resources
The efficiency of trickling filters depends on
Anonymous Quiz
7%
Recirculation ratio
4%
Media depth
2%
Temperature
87%
All of these
The staff reading taken on a benchmark is
Anonymous Quiz
73%
Backsight
12%
Foresight
13%
Intermediate sight
2%
None
❤1
Concrete segregation means
Anonymous Quiz
10%
Separation of water
2%
Increase in strength
4%
Increase in durability
84%
Separation of coarse and fine aggregates
Reduced level at a point =
Anonymous Quiz
42%
Height of instrument + Back sight
34%
Height of instrument - Foresight
12%
Staff reading + Benchmark
12%
Foresight - Height of instrument
Facultative ponds have
Anonymous Quiz
7%
Aerobic zone only
11%
Anaerobic zone only
81%
Both aerobic and anaerobic zones
2%
No biological action
The line of collimation error affects
Anonymous Quiz
35%
Horizontal angles
23%
Vertical angles
39%
Staff readings
4%
Chain age
In portal frames, sway occurs due to
Anonymous Quiz
10%
Heavy foundation
42%
Symmetric loading
12%
Massive columns
36%
Lack of bracing