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A
greater than 10%
B
less than 25%
C
greater than 25%
D
less than 10%
A
Shear stress
B
Shear strain
C
Strain
D
Stress
A
PERT has no use of dummy activities.
B
PERT technique is suitable for the scheduling of Research and Development work.
C
PERT can manage uncertain activities of project.
D
PERT is an activity-oriented technique.
A
Bottom of the section
B
Centre of the section
C
Geometrical Centre of the section
D
Top of the section
A
To maintain the drag force of the liquid resisting settlement
B
To hold back floating solids, grease and oil
C
To remove finely divided colloidal matters from sewage
D
To minimize the loss of water head
A
Permissible error in all measurements is 2%
B
Permissible error in volume measurement is 0.01 cum
C
Permissible error in dimension measurement is 0.01 m
D
Permissible error in area measurement is 0.01 sq.m
A
Theory of elasticity
B
Theory of elasticity and plasticity
C
Thermodynamics
D
Theory of plasticity
A
The ends of needle need not necessarily be in the same plane.
B
Needle should not necessarily be straight.
C
Centre of gravity of needle should necessarily be below the pivot.
D
Needle should not necessarily be sensitive.
A
3/4 τavg
B
4/3 τavg
C
2/3 τavg
D
1/2 τavg
A
Elbow
B
Trap
C
Vent pipe
D
Stack
A
hF = 3.165 m
B
hF = 3.165 mm
C
hF = 3.165 m square
D
hF = 3.165 cm
A
37 km
B
34 km
C
36 km
D
35 km
A
Prandtl`s universal distribution equation
B
Velocity equation
C
Karman universal equation
D
Bernaulis equation
A
0.05
B
0.07
C
0.06
D
0.08
A
Laid above the ground surface
B
Laid below the ground surface
C
Laid on the ground surface
D
The pipes are laid in trenches
A
3/4 breadth of wall on each side
B
1/2 × breadth of wall each side
C
full Breadth of wall
D
1/4 breadth of wall on each side
A
66.25 m
B
76.25 m
C
56.25 m
D
46.25 m
A
Unity of direction should be proper and fine
B
Work should be divided equally into the chain of employees.
C
Instructions and orders should flow from higher to lower authority
D
Unity of command should be proper and fine.
A
Compression
B
Flexure
C
Shear
D
Deflection
A
Cu = 13.47 and Cc=1.57
B
Cu = 18.47 and Cc=3.57
C
Cu = 10.47 and Cc=5.57
D
Cu = 15.47 and Cc=4.57