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59. Assistant Engineer UPSC

Quiz by Wincentre Classes

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100 questions
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  • Q1
    The quadrantal bearings of the lines AB and CA are S 30°E and S 70° E. The included angle CAB (in degrees) is
    110
    140
    40
    90
    30s
  • Q2
    The length of a base line measured on ground at an elevation of 300 meters above mean sea level is 2250 meter. The required correction to reduce to sea level length (given the radius of earth is 6370 km) is
    1.059 m
    0.306 m
    0.0004 m
    0.106 m
    30s
  • Q3
    The primary objective of providing Camber is
    easy drainage
    easy separation of up and down traffic
    easy overtaking facility
    improved appearance
    30s
  • Q4
    The mechanism of load transfer in a flexible pavement is by
    bonding between various components
    bending action of the pavement layers
    load distribution characteristics of component layers
    consolidation of sub grade
    30s
  • Q5
    Design of rigid pavements is based on
    modulus of subgrade reaction
    soaked CBR
    shear strength characteristics of subgrade
    unsoaked CBR value
    30s
  • Q6
    CBR value What is the geometric element to be considered in designing a highway passing through a rolling terrain ?
    ruling minimum radius
    super elevation
    length of transition curve
    extra widening
    30s
  • Q7
    The purpose of the end sill in the stilling basin of a hydraulic jump type energy dissipated is
    to dissipate the energy by impact action
    to reduce the length of jump and control scour
    to counteract the uplift on the floor
    to increase the tail water depth
    30s
  • Q8
    The most suitable section for a lined canal is
    None of these
    rectangular section
    triangular section
    trapezoidal section
    30s
  • Q9
    & ;In the interaction diagram given below, for the reinforced column, which of the following is correct? <img src="https://learnyst.s3.amazonaws.com/schools/9027/questions/2405513/QN9_pvn4o.PNG" data-image="7tlmj9wyhmy6" class="img img-responsive">
    QR corresponds to primary tension failure
    PQ corresponds to primary tension failure
    QR corresponds to primary compression failure
    PQ corresponds to range of increase in axial capacity with increase in moment capacity
    30s
  • Q10
    The reinforced concrete beam section in which both the limiting compressive strain of concrete and yield strain of steel reach simultaneously is called as
    balanced section
    under reinforced section
    over reinforced section
    economic section
    30s
  • Q11
    The statically indeterminate structures can be solved by
    using equations of static equilibrium and the necessary number of equations of compatibility
    equations of compatibility alone
    ignoring all deformations and assuming the structure to be rigid
    using equations of static equilibrium alone
    30s
  • Q12
    In a truly vertical photograph
    plumb point coincides with the principal point
    principal point coincides with the isocentres
    the isocentre coincides with the plumb point
    the principal point, isocentre and plumb point coincide
    30s
  • Q13
    30s
  • Q14
    30s
  • Q15
    Deformations in structures are caused by
    External forces
    Temperature
    Wind and Earthquake
    Forces and Temperatures
    30s

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