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A
BM – Zero at supports, SF – Max at supports
B
BM – Max at supports, SF – Zero at supports
C
BM – Max at supports, SF – Max at supports
D
BM – Zero at supports, SF – Zero at supports
A
Steady
B
Minimum
C
Uniform
D
Maximum
A
Design mix is used for M25 and above concrete grades.
B
Concrete is a brittle material.
C
Aggregates are inactive materials that increase the volume of concrete.
D
Nominal mix considers the properties of different materials used.
A
Setting line between given lines
B
Prolonging a line
C
Finding intersection of points
D
Measuring only horizontal angles
A
60 N/mm2
B
80 N/mm2
C
100 N/mm2
D
75 N/mm2
A
Superelevation
B
Grade compensation
C
Gradient
D
Camber
A
Rapid curing
B
Anionic and cationic
C
Medium curing
D
Slow curing
A
Linearly with maximum at the centre to Zero at extreme fibre of the shaft
B
Linearly with zero at the centre to maximum at extreme fibre of the shaft
C
Linear with non-zero at centre and max at the extreme fibre
D
Non-linear with zero at centre and max at the extreme fibre
A
250 m
B
339 m
C
439 m
D
229 m
A
1870 kg at 2.5 mm penetration and 2555 kg at 5.0 mm penetration
B
1370 kg at 2.5 mm penetration and 2055 kg at 5.0 mm penetration
C
1470 kg at 2.5 mm penetration and 2855 kg at 5.0 mm penetration
D
1570 kg at 2.5 mm penetration and 2655 kg at 5.0 mm penetration
A
L/R = constant
B
L = 2R
C
LR = constant
D
R/L = constant
A
Shallow Surface Drains
B
Open Drains
C
Drains
D
Deep Surface Drains
A
State Highways and Major District Roads
B
Other District Roads and Village Roads
C
Expressways and National Highways
D
Village roads and Other District Roads
A
dry valley
B
Highway
C
channels
D
streams
A
Steep slope
B
Hillock
C
Valley
D
Pond
A
To decrease frictional torque
B
To increase frictional torque
C
To decrease intensity of pressure
D
To increase intensity of pressure
A
0.05
B
0.03
C
0.04
D
0.06
A
1876
B
1854
C
1881
D
1830
A
Torque
B
Kinematics
C
Kinetics
D
Statics
A
T = 2B/K
B
T = B.K
C
T= K/B
D
T = B/K