License Preparation NepalNEC CIVILGitBook practice — Set 2 (Chaitra, 2080)
Full marks: 99 · Questions: 79
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C21AI 04Question bank
AHigher than really they are
BLower than really they are
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AHc CHc2 13Question bank
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Cflow lines and equi-potential lines
Dwater particles and their movement in the soil
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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
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Aincreasing the depth of footing
Bdraining the sub-soil water
Cramming the granular material like crushed stone in the soil
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Adischarge in the steam with the variation of temperature
Bdischarge in the stream with the stage
Cdischarge in the steam with water surface slope
Ddischarge in the steam with the velocity of flow
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Athe rate of flow and time
Bcumulative volume of flow and time
Cthe cumulative discharge and time
Dcumulative volume of flow and the discharge
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Aincreases with increase in the initial soil moisture
Bdecreases with increase in the initial soil moisture
Cis independent of the initial soil moisture
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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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Ccontrol excessive deflection
DPrevent surface hair cracks
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AExtra shear force due to live load
Bthe effect of shrinkage of concrete
Dshear cracks at the bottom of beam
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AHigher than the average cube strength
BLower than the average cube strength
CThe same as the average cube strength
Dhigher than 90 of the average cube strength 35Question bank
A0.6N/mm2 B1.2N/mm2 C1.0N/mm2 D15N/mm2 36Question bank
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A4hw2 B6hw2 Cghw2 D10hw2 38Question bank
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AIt is the BMD due to unit load.
BIt is the BMD due to static unit load.
CIt is the BMD due to moving unit load.
DIt is the BMD due to impacting unit load.
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CCircumferential tensile stress
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AIM=yf=RE BIM=yf=EE CIM=yf=EE 44Question bank
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BMoment distribution method
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B12BD3 C36BD3 47Question bank
A8EIPL3 B16EIPL2 C48EIPL3 D384EI5PL4 48Question bank
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AMinistry of Forest and Environment (MOFE)
BMinistry of Energy, Water Resources and Irrigation (MOEWRI)
CMinistry of Health and Population (MOHP)
DMinistry of Water Supply (MOWSS)
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Ccombination of sedimentation and digestion tank
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AΔ=D864B˜ BΔ=D86.4B˜ CΔ=D864B˜ DΔ=D8640B˜ 61Question bank
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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
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Bless length of weir is required
Cit gives better discharge capacity
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Adepends upon the b/d ratio
Bis independent of b/d ratio
Cis independent of the depths of d/s cut off walls
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Aincreases the waterlogging area
Bdecreases the waterlogging area
Cdoes not change the water logging area
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Aa sub-critical flow strikes against a super-critical flow
Ba super-critical flow strikes against a sub-critical flow
Cthe two flows of super-critical velocity meet each other
Dthe two flows of sub-critical velocity meet each other
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Athe air circulation is stopped in the root zone due to rise in water table
Bthe soil pores within a depth of 40cm are saturated 70Question bank
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ATo withdraw the design discharge
CTo settle the suspended particle
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AExternal pressure is more than internal pressure
BSubjected to high internal pressure
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ATo increase hydraulic capacity
CTo reduce resistance and head loss
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ATo increase the pressure from the vacuum pressure.
BTo reduce the pressure than outlet of turbine.
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