License Preparation Nepal NEC CIVIL GitBook practice — Set 1 (Chaitra, 2080) Full marks: 100 · Questions: 80
01 Question bank
02 Question bank
03 Question bank
04 Question bank
05 Question bank
D only after completion of work
06 Question bank
07 Question bank
08 Question bank
09 Question bank
A Water content of compacted soil
10 Question bank
B deposited at the bottom of the lakes
C transported by running water
11 Question bank
A path of particles of water through a saturated
B line connecting points of equal head of soil mass water
C flow of movement of fine particles of
D direction of the flow particle soil
12 Question bank
A tan ( 45 ∘ − ϕ ) \tan (45^{\circ} - \phi) tan ( 4 5 ∘ − ϕ ) B tan 2 ( 45 ∘ + ϕ / 2 ) \tan^{2}(45^{\circ} + \phi /2) tan 2 ( 4 5 ∘ + ϕ /2 ) C tan 2 ( 45 ∘ − ϕ / 2 ) \tan^{2}(45^{\circ} - \phi /2) tan 2 ( 4 5 ∘ − ϕ /2 ) D tan ( 45 ∘ + ϕ ) \tan (45^{\circ} + \phi) tan ( 4 5 ∘ + ϕ ) 13 Question bank
14 Question bank
A the fluid does not rotate while
B the fluid moves in straight lines moving
C the net rotation of fluid-particles about their mass centres is zero
15 Question bank
16 Question bank
17 Question bank
18 Question bank
A potential and kinetic heads only
B kinetic and pressure heads only
19 Question bank
B Both Lagrangian and Eulerian methods
20 Question bank
21 Question bank
22 Question bank
B Consistent deformation method
23 Question bank
B The resistance to the force acting
24 Question bank
25 Question bank
26 Question bank
27 Question bank
28 Question bank
29 Question bank
30 Question bank
31 Question bank
32 Question bank
33 Question bank
34 Question bank
35 Question bank
36 Question bank
37 Question bank
38 Question bank
39 Question bank
40 Question bank
41 Question bank
42 Question bank
43 Question bank
A To withdraw the design discharge
B To pass excess water d's safely
C To settle the suspended particle
44 Question bank
C Sundarijal HEP with 500 KW
D Sundarijal HEP with 500 KW
45 Question bank
46 Question bank
B minimum radius of turning
47 Question bank
48 Question bank
49 Question bank
C character of the road making material
50 Question bank
D to economics the quantity of bitumen
51 Question bank
A highways are always constructed in straight line
B highways may be provided horizontal curves
C Highways may be provided vertical curves
D Highways may be provided both horizontal and vertical curves
52 Question bank
53 Question bank
54 Question bank
55 Question bank
56 Question bank
B Exactly the same as the NPV of existing projects
57 Question bank
58 Question bank
59 Question bank
60 Question bank
61 Question bank
62 Question bank
A 4 kg/cm 2 4 \text{ kg/cm}^2 4 kg/cm 2 B 12 kg/cm 2 12 \text{ kg/cm}^2 12 kg/cm 2 C 10 kg/cm 2 10 \text{ kg/cm}^2 10 kg/cm 2 D 18 kg/cm 2 18 \text{ kg/cm}^2 18 kg/cm 2 63 Question bank
A 2 π L g 2\pi \sqrt{\frac{L}{g}} 2 π g L B 2 π L A t g A p 2\pi \sqrt{\frac{L A_t}{g A_p}} 2 π g A p L A t 64 Question bank
65 Question bank
66 Question bank
67 Question bank
68 Question bank
69 Question bank
70 Question bank
71 Question bank
72 Question bank
73 Question bank
74 Question bank
75 Question bank
76 Question bank
A Sediment Load / (Density of sediment \* Packing factor)
B Density of sediment / (Sediment load \* Packing factor)
C Packing factor / (Sediment load \* Density of sediment)
77 Question bank
A The difference between the earliest start time and latest finish time of any activity, is the maximum time available for the activity
B The difference between the earliest finish time of an activity and the earliest start time of its successor activity, is called free float of the activity
78 Question bank
79 Question bank
80 Question bank