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A
well graded
B
gap graded
C
poorly graded
D
uniformly graded
A
offset line
B
sewer center line
C
trench edge line
D
bracing
A
6 MPa
B
8 MPa
C
9 MPa
D
7 MPa
A
To the entry of colloidal particles
B
To prevent the airlocks and siphonag
C
To prevent the entry of foul gases of the municipal sewer
D
To prevent the leakage of the existing sullage pipes
A
Chennai
B
Mumbai
C
Howrah
D
New Delhi
A
High weir fall
B
Low weir fall
C
Rectangular notch fall
D
Trapezoidal notch fall
A
Critical point
B
Zero bending moment point
C
Point of Contra flexure
D
Point of inflection
A
Defence surveys
B
Aerial surveys
C
Land surveys
D
Geological surveys
A
Direction of work
B
Cash inflow and outflow
C
Quantity of work
D
Dimension of work
A
Mass and weight are scalar quantities
B
Mass is the vector quantity and weight is the scalar quantity
C
Weight and mass are vector quantities
D
Weight is the vector quantity and mass is scalar quantity
A
Parametric model estimating
B
Analogous estimation
C
Expert judgement
D
Top-down method
A
60 degree to 90 degree
B
20 degree to 30 degree
C
30 degree to 60 degree
D
90 degree to 120 degree
A
Centre line method
B
Right angle method
C
Isosceles angle method
D
Random method
A
30 mm
B
50 mm
C
25 mm
D
45 mm
A
The load factor for the limit state of serviceability is 1 for both dead load and earthquake load.
B
The load factor for the limit state of serviceability is 1.5 for earthquake load and 1 for the dead load.
C
The load factor for the limit state of serviceability is 1.5 for both dead load and earthquake load.
D
The load factor for the limit state of serviceability is 1.5 for dead load and 1 for earthquake load.
A
62 N/mm square
B
70 N/mm square
C
74 N/mm square
D
66 N/mm square
A
Lattice member
B
Column
C
Beam
D
Beam-Column
A
State Highways (SH) and Major District Roads (MDR)
B
Expressways and National Highways (NH)Expressways and National Highways (NH)
C
Other District Roads (ODR) and Village Roads (VR)
D
Only National Highways (NH)
A
Plinth area method
B
Cubical contents method
C
Unit base method
D
Cylindrical base method
A
Normal duration < Crash duration and Normal cost > Crash cost
B
Normal duration < Crash duration and Normal cost < Crash cost
C
Normal duration > Crash duration and Normal cost < Crash cost
D
Normal duration > Crash duration and Normal cost > Crash cost