Sail E0 Webinar

MCQs

Total Questions : 250 | Page 2 of 25 pages
Question 11.


For a 'best'
symmetrical trapezoidal section of an open channel with a given area of
section and side slopes, one of the following statements holds true :



  1.    Half the top width is equal to one of the side slopes
  2.    Half the top width plus the bottom width is equal to both the side slopes put together
  3.    Water depth is equal to half bottom width
  4.    Hydraulic mean depth is equal to half the top width
 Discuss Question
Answer: Option A. -> Half the top width is equal to one of the side slopes


Question 12.


Sand drains are used to :



  1.    reduce the settlement
  2.    accelerate the consolidation
  3.    increase the permeability
  4.    transfer the load
 Discuss Question
Answer: Option A. -> reduce the settlement


Question 13.


The soils most susceptible to liquefaction are :



  1.    saturated dense sands
  2.    saturated fine and medium sands of uniform particle size
  3.    saturated clays of uniform size
  4.    saturated gravels and cobbles
 Discuss Question
Answer: Option B. -> saturated fine and medium sands of uniform particle size


Question 14.


The following general statement may be made about the penetration value and softening point of bitumen



  1.    higher the penetration value, higher is the softening point
  2.    higher the penetration value, lower is the softening point
  3.    for very high and very low penetration value the softening point is very low
  4.    absolutely no correlation can be drawn between penetration value and softening point of bitumen
 Discuss Question
Answer: Option B. -> higher the penetration value, lower is the softening point


Question 15.

The
maximum allowable compressive stress corresponding to lateral buckling
in a discretely laterally supported symmetrical I beam does not depend
upon :



  1.    the modulus of elasticity
  2.    the radius of gyration about the minor axis
  3.    the span length of the beam
  4.    the ratio of overall depth of thickness of the flange
 Discuss Question
Answer: Option A. -> the modulus of elasticity


Question 16.

A volume of 3.0 x 106 m3 of ground water was pumped out from an unconfined aquifer, uniformly from an area of 5 km2. The pumping lowered the water table from initial level of 102 m to 99 m. The specific yield of the aquifier is



  1.    0.20
  2.    0.30
  3.    0.40
  4.    0.50
 Discuss Question
Answer: Option A. -> 0.20


Question 17.


If, for a fluid in motion, pressure at a point is same in all directions, then the fluid is :



  1.    a real fluid
  2.    a Newtonian fluid
  3.    an ideal fluid
  4.    a non-Newtonian fluid
 Discuss Question
Answer: Option C. -> an ideal fluid


Question 18.


If the shear force at a section of beam under bending is equal to zero then the bending moment at the section is



  1.    zero
  2.    maximum
  3.    minimum
  4.    minimum or maximum
 Discuss Question
Answer: Option B. -> maximum


Question 19.


It is proposed
to widen and strengthen an existing 2-lane NH section as a divided
highway. The existing traffic in one direction is 2500 commercial
vehicles (CV) per day. The construction will take 1 year. The design CBR
of soil subgrade is found to be 5 percent, Given: traffic growth rate
for CV = 8 percent, vehicle damage factor = 3.5 (standard axles per CV),
design life = 10 years and traffic distribution factor = 0.75. The
cumulative standard axles (msa) computed are



  1.    35
  2.    37
  3.    65
  4.    70
 Discuss Question
Answer: Option B. -> 37


Question 20.


In network of pipes



  1.    the algebraic sum of discharges around each circuit is zero
  2.    the algebraic sum of (pressure + datum) head drops around each circuit is zero
  3.    the elevation of hydraulic grade line is assumed for each junction point
  4.    elementary circuits are replaced by equivalent pipes
 Discuss Question
Answer: Option B. -> the algebraic sum of (pressure + datum) head drops around each circuit is zero


Latest Videos

Latest Test Papers