Time Left : 00:00
A
8.2 mm
B
7.32 mm
C
8 mm
D
6.5 mm
A
Water bodies
B
Earth surface
C
Valleys
D
Hills
A
Precipitation
B
Transpiration
C
Run off
D
Evapotranspiration
A
Sinking fund method
B
Straight-line method
C
Halsey`s 50-50 formula
D
Diminishing value method
A
Decreases
B
Remain same
C
Increases
D
Becomes zero
A
PERT is appropriate for projects with uncertain time predictions
B
For projects with predictable activities, CPM is a good fit.
C
PERT and CPM are both event-driven methodologies.
D
PERT focuses on events, whereas CPM focuses on activities.
A
Theodolite
B
Dumpy level
C
Sextant
D
Total station
A
Pre-stress beams do not require any auxiliary unit.
B
Pre-stressed beams are light in weight
C
The whole section of pre-stressed beam is useful.
D
Pre-stressed beams do not require heavy shear reinforcement.
A
toughness
B
abrasion
C
roughness
D
hardness
A
Spot levels method
B
Cross sections method
C
Direct method
D
Tacheometry method
A
Visual inspection
B
Sound test
C
Pressure test
D
Impact test
A
1.00 and 0.50
B
0.50 and 1.00
C
0.00 and 1.00
D
0.00 and 0.50
A
Chlorination
B
Ultra-violet radiation treatment
C
Sedimentation
D
Coagulation
A
lemniscate
B
circular arc
C
spiral
D
simple parabolic curve
A
3.5
B
4
C
5
D
4.5
A
+12.64 N/mm2
B
-6.22 N/mm2
C
-12.64 N/mm2
D
+6.22 N/mm2
A
IS-2720-PART 8 - 1983
B
IS-2720-PART 17 - 1983
C
IS-2720-PART 12 - 1983
D
IS-2720-PART 10 - 1983
A
0.78
B
0.24
C
0.49
D
0.86
A
1305 mm2
B
1605 mm2
C
1500 mm2
D
1400 mm 2
A
Rs. 10,000/- per year
B
Rs. 30,000/- per year
C
Rs. 5,000/- per year
D
Rs. 20,000/- per year