License Preparation NepalNEC CIVILGitBook practice — Set 4 (Ashadh, 2081)
Full marks: 100 · Questions: 80
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Donly after completion of work
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AWater content of compacted soil
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Adeposited in the bottom of the lakes
Bdeposited at the bottom of the lakes
Ctransported by running water
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Apath of particles of water through a saturated soil mass
Bline connecting points of equal head of water
Cflow of movement of fine particles of soil
Ddirection of the flow particle
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Atan(45∘−ϕ) Btan2(45∘+ϕ/2) Ctan2(45∘−ϕ/2) Dtan(45∘+ϕ) 13Question bank
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Athe fluid does not rotate while moving
Bthe fluid moves in straight lines
Cthe net rotation of fluid-particles about their mass centres is zero
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Apotential and kinetic heads only
Bpotential and pressure heads only
Ckinetic and pressure heads only
Dpotential, kinetic and pressure heads
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CBoth Lagrangian and Eulerian methods
DNeither Lagrangian nor Eulerian method
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BMoment distribution method
CConsistent deformation method
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BThe ratio of stress to strain
CThe resistance to the force acting
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B14.32∘ 25Question bank
A j 1= R τmax= l Cθ B j 1= R τmax= l Cθ C j 1= l R=C˜θ1 D j 1= l maxR= l Cθ 26Question bank
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ATo pass excess water d/s safely
BTo settle the suspended particle
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CSundarijal HEP with 500 KW
DSundarijal HEP with 500 KW
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Bminimum radius of turning
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Ccharacter of the road making material
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Dto economics the quantity of bitumen
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Ahighways are always constructed in straight line
Bhighways may be provided horizontal curves
Chighways may be provided vertical curves
Dhighways may be provided both horizontal and vertical curves
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ARL B2RL C2RL2 D2RL2 53Question bank
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BExactly the same as the NPV of existing projects
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A4kg/cm2 B6kg/cm2 C8kg/cm2 D12kg/cm2 62Question bank
A2πg⋅AsLt⋅At B2πgAtLt⋅At C2πgAtLt⋅As D2πLt⋅AtLt⋅As 63Question bank
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B0.687m 69Question bank
A1.70m fall 70Question bank
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A150m2 B145m2 C145.5m2 D135.36m2 73Question bank
A4120kg B41,200kg C412,000kg 74Question bank
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ASediment Load / (Density of sediment \* Packing factor)
BDensity of sediment / (Sediment load \* Packing factor)
CPacking factor / (Sediment load \* Density of sediment)
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AThe difference between the earliest start time and latest finish time of any activity, is the maximum time available for the activity
BThe difference between the maximum time available for the job and actual time it consumes, is called total float
CThe 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
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A100m3 B200m3 C4.8m3 D480m3 78Question bank
A216∘15′ B36∘30′ C36∘45′ D36∘15′ 79Question bank
A20.5mm B30.5mm C40.5mm D50.5mm 80Question bank