The slenderness ratio of a compression member is the ratio of
Anonymous Quiz
1%
Length to area
97%
Effective length to least radius of gyration
1%
Load to length
1%
Area to moment of inertia
The modulus of rupture of concrete is determined using
Anonymous Quiz
9%
Impact testing machine
43%
Universal testing machine
4%
Vicat apparatus
44%
Flexural testing machine
The quick sand condition occurs when
Anonymous Quiz
86%
Upward seepage force equals submerged weight of soil
8%
Soil is fully saturated
4%
Soil is partially saturated
3%
Downward seepage occurs
The temporary vertical supports provided during construction are called
Anonymous Quiz
11%
Centering
23%
Shoring
57%
Scaffolding
9%
Underpinning
The pavement surface layer directly in contact with traffic is known as
Anonymous Quiz
5%
Sub-base
15%
Base course
10%
Binder course
71%
Wearing course
The correction for curvature and refraction in levelling is proportional to
Anonymous Quiz
8%
Distance
39%
Square of distance
4%
Cube of distance
48%
Square root of distance
❤2
The standard permissible limit of pH for drinking water as per Bureau of Indian Standards is approximately
Anonymous Quiz
7%
5.0–6.0
88%
6.5–8.5
4%
8.5–9.5
1%
4.0–5.5
The most suitable irrigation method for sandy soils is
Anonymous Quiz
8%
Flood irrigation
11%
Basin irrigation
67%
Sprinkler irrigation
14%
Furrow irrigation
The Mohs scale is used to measure
Anonymous Quiz
6%
Density of minerals
82%
Hardness of minerals
9%
Specific gravity
3%
Cleavage
❤1
The estimate prepared to revise the cost of a sanctioned project due to rate changes is called
Anonymous Quiz
18%
Supplementary estimate
75%
Revised estimate
7%
Annual repair estimate
1%
Original estimate
The coefficient of consolidation (Cv) has the units of
Anonymous Quiz
60%
m²/sec
22%
m/sec
16%
sec/m²
2%
m²
❤2
In a doubly reinforced beam, compression reinforcement is provided mainly to
Anonymous Quiz
15%
Reduce shear
63%
Reduce deflection
4%
Reduce cost
18%
Increase ductility
👌1
The factor that converts mixed traffic into equivalent passenger cars is called
Anonymous Quiz
68%
PCU factor
25%
Volume capacity ratio
2%
Road user cost
4%
Traffic density
The net safe bearing capacity is obtained by dividing ultimate bearing capacity by
Anonymous Quiz
14%
Settlement factor
14%
Load factor
71%
Factor of safety
1%
Shape factor
Efflorescence in bricks is mainly caused due to
Anonymous Quiz
5%
Excess clay
72%
Soluble salts
22%
High temperature burning
1%
Over compaction
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