License Preparation NepalNEC CIVILGitBook practice — Set 6 (Ashoj, 2081)
Full marks: 77 · Questions: 77
01Question bank
02Question bank
03Question bank
04Question bank
05Question bank
06Question bank
07Question bank
08Question bank
09Question bank
Bwhen the retaining wall has no movement relative to the back fill
Cwhen the retaining wall tends to move away from the backfill
Dwhen the retaining wall moves into the soil
10Question bank
Awithdrawal of foundation of a building is due to
Blateral escape of the supporting material
11Question bank
Cincompressible and non-viscous (inviscid)
Dhas negligible surface tension
12Question bank
13Question bank
14Question bank
AInitial recharge + ground water accretion + precipitation
BPrecipitation + ground water accretion + initial recharge
CPrecipitation - ground water accretion + initial recharge
DPrecipitation - ground water accretion - initial recharge
15Question bank
16Question bank
ADisplacement and slope is zero
BDisplacement as well as slope is non-zero
17Question bank
BMethod of consistent deformation
18Question bank
AM2dx/EI BM2dx/EI CM2dx/EI
*(All options appear same, likely a typo. Correct formula for strain energy in bending is:)*
dU=2EIM2dx 19Question bank
20Question bank
21Question bank
22Question bank
23Question bank
Bpotassium chloroplatinate units
24Question bank
25Question bank
Awhen there is a scanty rainfall
Bwhere commercial crops require more water
26Question bank
Ato control the supplies to the off-taking channel
Bto stop the supply, when not needed, in the off-taking canal
Cto control the silt entry in the off-taking canal
27Question bank
28Question bank
29Question bank
30Question bank
Amore than the infiltration capacity
Bless than the infiltration capacity
Cequal to or more than the infiltration capacity
Dequal to or less than the infiltration capacity
31Question bank
AHydraulic energy into mechanical energy
BMechanical energy into electrical energy
CHydraulic energy into electrical energy
32Question bank
33Question bank
34Question bank
Bdischarge and sediment ratio
35Question bank
36Question bank
37Question bank
38Question bank
39Question bank
40Question bank
41Question bank
42Question bank
43Question bank
44Question bank
45Question bank
46Question bank
47Question bank
Anominal price of object is raised
Bnominal price of object is decreased
Cnominal price of object is constant
48Question bank
49Question bank
50Question bank
51Question bank
52Question bank
53Question bank
Dtransmission lines and microwave towers
54Question bank
55Question bank
56Question bank
Caxial and traverse loading
57Question bank
AΔ=D8.64B BΔ=D864B CΔ=D864B DΔ=D8640B 58Question bank
59Question bank
ATo withdraw the design discharge
CTo settle the suspended particle
60Question bank
61Question bank
62Question bank
63Question bank
Aleast strength of a riveted joint to the strength of solid plate
Bgreatest strength of a riveted joint to the strength of solid plate
Cleast strength of a riveted plate to the greatest strength of the riveted joint
64Question bank
AP0=21K0γH2 BP0=γH2 CP0=K0γH2 DP0=21γH2 65Question bank
66Question bank
67Question bank
68Question bank
CA=CNB DA=BCN
Where,\
B = annual cost of highway\
C = annual cost of vehicle operation\
N = total number of vehicles on the road per year 69Question bank
70Question bank
Aa+(n+1)b Ba+(n−1)b Ca×(n−1)b Da⋅(n−1)b 71Question bank
72Question bank
73Question bank
74Question bank
75Question bank
ASv=0.4bAsv×0.87fy BSv=0.4bAsv×0.91fy CSv=0.4bAsv×0.12fy DSv=0.4bAsv×0.23fy 76Question bank
77Question bank