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A
Dead slow movement
B
Shunting
C
Indicating busy platform
D
Possible danger ahead
A
ρ =69.45 Kg/m cube
B
ρ =679.45 g/m cube
C
ρ =579.45 Kg/m cube
D
ρ =679.45 Kg/m cube
A
8F`L
B
4F`
C
10F`V2
D
5F`
A
89.9 mm
B
100 mm
C
79.8 mm
D
98.6 mm
A
Cost plus percentage contract
B
BOT contract
C
Schedule contract
D
Lump-sum contact
A
permeability
B
specific gravity
C
consolidation
D
compaction
A
Height
B
Cross section width
C
Head width
D
Foot width
A
Horizontal scale
B
Oblique scale
C
Vernier scale
D
Vertical scale
A
Telford method
B
Macadam method
C
Tresaguet method
D
Metcalf method
A
Less than or equal to total float
B
Greater than or equal to total float
C
Always equal to the total float
D
Always greater than total float
A
To compute the benefit-cost ratio
B
To compute profit/loss in project
C
To track the project progress
D
To record payments and receipts
A
Limiting gradient
B
Exceptional gradient
C
Ruling gradient
D
Minimum gradient
A
Light weight concrete
B
Super heavy weight concrete
C
Dense weight concrete
D
Extra light weight concrete
A
Philip Crosby
B
Deming
C
Joseph Juran
D
H.F. Dodge
A
4.475
B
4.5
C
8.5
D
5.25
A
Rs. 93.33
B
Rs. 103.33
C
Rs. 83.33
D
Rs. 73.33
A
Tensile on one end and compressive on the other
B
Uniform
C
Zero at the end
D
Zero at the axis
A
200
B
450
C
75
D
300
A
Shear force
B
Bending moment
C
Cracking
D
Torsion
A
21.00 kN/m3
B
13.56 kN/m3
C
15.76 kN/m3
D
9.81 kN/m3