UP Rajya Vidyut Utpadan Nigam Limited - Assistant Engineer (Civil) Paper

Can any of you here please provide me the last year civil question paper of UP Rajya Vidyut Utpadan Nigam Limited - Assistant Engineer Exam???

[Kiran Chandar]

As per your request here I am providing you the last year civil question paper of UP Rajya Vidyut Utpadan Nigam Limited - Assistant Engineer Exam

Which one of the following statement is NOT true ?
(a) The measure of skewness is dependent upon the amount of dispersion
(b) In a symmetric distribution, the values of mean, mode and median are the same
(c) In a positively skewed distribution : mean > median > mode
(d) In a negatively skewed distribution : mode > mean > median

IS : 1343 – 1980 limits the minimum characteristics strength of prestressed concrete for post tensioned works and pretension work as
(a) 25 MPa, 30 MPa respectively
(b) 25 MPa, 35 MPa respectively
(c) 30 MPa, 35 MPa respectively
(d) 30 MPa, 40 MPa respectively

The permissible stress in axial tension sst in steel member on the net effective area of the section shall not exceed the following value (fy is the yield stress)
(a) 0.80fy (b) 0.75fy (c) 0.60fy (d) 0.50fy

The partial factor of safety for concrete as per IS : 456-2000 is
(a) 1.50 (b) 1.15 (c) 0.87 (d) 0.446

The symmetry of stress tensor at a point in the body under equilibrium is obtained from
(a) conservation of mass (b) force equilibrium equations
(c) moment equilibrium equations (d) conservation of energy

The components of strain tensor at a point in the plane strain case can be obtained by measuring longitudinal strain in following directions
(a) along any two arbitrary directions
(b) along any three arbitrary directions
(c) along two mutually orthogonal directions
(d) along any arbitrary direction

For a linear elastic frame, if stiffness matrix is doubled, the existing stiffness matrix, the deflection of the resulting frame will be
(a) twice the existing value (b) half the existing value
(c) the same as existing value (d) indeterminate value

A clayey soil has a maximum dry density of 16 kN/m3 and optimum moisture content of 12%. A contractor during the construction of core of an earth dam obtained the dry density 15.2 kN/m3 and water content 11%. This construction is acceptable because.
(a) the density is less than the maximum dry density and water content is on dry side of optimum.
(b) the compaction density is very low and water content is less than 12%.
(c) the compaction is done on the dry side of the optimum.
(d) both the dry density and water content of the compacted soil are within the desirable limits

Root time method is used to determine
(a) T, time factor
(b) cv' coefficient of consolidation
(c) av' coefficient of compressibility
(d) mv' coefficient of volume compressibility

Negative skin friction in a soil is considered when the pile is constructed through a
(a) fill material (b) dense coarse sand
(c) over consolidated stiff clay (d) dense fine sand

There are two footings resting on the ground surface. One footing is square of dimension 'B'. The other is strip footing of width 'B'. Both of them are subjected to a loading intensity of q. The pressure intensity at any depth below the base of the footing along the centerline would be
(a) equal in both footings
(b) large for square footing and small for strip footing
(c) large for strip footing and small or square footing
(d) more for strip footing at shallow depth (< B) and more for square footing at large depth (>B)

An inert tracer is injected continuously from a point in an unsteady flow field. The locus of locations of all the tracer particles at an instance of time represents
(a) Streamline (b) Pathline (c) Steamtube (d) Streakline

When the outflow from a storage reservoir is uncontrolled as in a freely operating spillway, the peak of outflow hydrograph occurs at
(a) at point of inter-section of the inflow and outflow hydrographs
(b) a point, after the inter-section of the inflow and outflow hydrographs
(c) the tail of inflow hydrographs
(d) a point, before the inter-section of the inflow and outflow hydrographs

On which of the canal systems, R.G. Kennedy, executive engineer in the Punjab Irrigation Department made his observations for proposing his theory on stable channels ?
(a) Krishna Western Delta canals (b) Lower Bari Doab canals
(c) Lower Chenab canals (d) Upper Bari Doab canals

Total Kjedahl nitrogen is a measure of
(a) total organic nitrogen (b) total organic and ammonia nitrogen
(c) total ammonia nitrogen (d) total inorganic and ammonia nitrogen

1 TCU is equivalent to the colour produced by
(a) 1 mg/L of chlorplatinate ion
(b) 1 mg/L of platinum ion
(c) 1 mg/L Platinum in form of chlorplatinate ion
(d) 1 mg/L of organo-chlorplatinate ion