Sail E0 Webinar

MCQs

Total Questions : 1107 | Page 2 of 111 pages
Question 11.

If a member is subjected to tensile stress of px, compressive stress of py and tensile stress of pz along the x, y and z directions respectively, then the resultant strain 'ex' along the 'x' direction would be (E is Young's modulus of elasticity, `mu` is Poisson's ratio)



  1.    `1/E (P_x + mu P_y - mu P_z)`
  2.    `1/E (P_x + mu P_y + mu P_z)`
  3.    `1/E (P_x - mu P_y + mu P_z)`
  4.    `1/E (P_x - mu P_y -mu P_z)`
 Discuss Question
Answer: Option D. -> `1/E (P_x - mu P_y -mu P_z)`


Question 12.
 

A bar of square section is subjected to a pull of 10000 kg. If the maximum allowable shear stress on any section is 500 kg/cm2, then the side of the square section will be


  1.    `sqrt(5)`cm
  2.    `sqrt(10)`cm
  3.    `sqrt(15)`cm
  4.    `sqrt(20)`cm
 Discuss Question
Answer: Option B. -> `sqrt(10)`cm


Question 13.


In the case of a column of length `l`, moment of inertia of cross-section `l`' and Young's modulus of the material of the column 'E' being hinged at both ends, the buckling load, according to Euler's colum


  1.    `(4 pi ^2 EI)/(I^2)`
  2.    `(2 pi ^2 EI)/(I^2)`
  3.    `( pi ^2 EI)/(I^2)`
  4.    `( pi ^2 EI)/(4I^2)`
 Discuss Question
Answer: Option C. -> `( pi ^2 EI)/(I^2)`


Question 14.
 

A cantilever is subjected to a uniformly distributed load W over its whole length 'L' and a concentrated upward force W at its free end. The deflection of the free end is


  1.    zero
  2.    `1/384``(WL^3)/(EI)``darr`
  3.    `5/24``(WL^3)/(EI)``uarr`
  4.    `1/2``(WL^3)/(EI)``darr`
 Discuss Question
Answer: Option C. -> `5/24``(WL^3)/(EI)``uarr`


Question 15.

A close-coiled
helical spring has 100 mm mean diameter and is mada of 20 turns to 10 mm
diameter steel wire. The spring carries an axial load of 100 N Modulus
of rigidity is 84 GPa. The shearing stress developed in the spring in
N/mm2 is



  1.    120/`pi`
  2.    160/`pi`
  3.    100/`pi`
  4.    80/`pi`
 Discuss Question
Answer: Option D. -> 80/`pi`


Question 16.

A
horizontal fixed beam is fixed at both it ends A and B. During loading,
the right support sinks by an amount `delta`Flexural rigidity of the beam
is uniform and is equal to EI. Length of the beam is L. What is the moment developed at the centre of the beam due to sinking of the support ?


  1.    6 EI `delta`/`L^2`
  2.    zero
  3.    3 EI`delta`/`L^2`
  4.    12 EI `delta`/`L^2`
 Discuss Question
Answer: Option B. -> zero


Question 17.
 

For a given
stress, the ratio of the moment of resistance of a beam of square
section when placed with one diagonal horizontal to the moment of
resistance of the same beam when placed with two sides horizontal will
be




  1.    `1/2`
  2.    2
  3.    1.414
  4.    `1/1.414`
 Discuss Question
Answer: Option C. -> 1.414


Question 18.
The displacement thickness of a boundary layer is 
  1.    The distance to the point where (v/V) = 0.99
  2.    the distance where the velocity v is equal to the shear velocity V`**` that is where v = V`**`
  3.    the distance by which the main flow is to be shifted from the boundary to maintain the continuity equation
  4.    one-half the actual thickness of the boundary layer
 Discuss Question
Answer: Option A. -> The distance to the point where (v/V) = 0.99


Question 19.

A simply supported beam of span l and flexural rigidity EI, carries a unit point load at its centre. The strain energy in the beam due to bending is



  1.    `(beta)/(48EI)`
  2.    `(beta)/(192EI)`
  3.    `(beta)/(96EI)`
  4.    `(beta)/(16EI)`
 Discuss Question
Answer: Option C. -> `(beta)/(96EI)`


Question 20.
The ratio of torsional moments of resistance of a solid circular shaft of diameter D and a hollow shaft having external diameter D and internal diameter d is given by



  1.    `(D^4)/(D^4 - d^4)`
  2.    `(D^4 - d^4)/(D^4)`
  3.    `(D^3)/(D^3 - d^3)`
  4.    `(D^3 - d^3)/(D^3)`
 Discuss Question
Answer: Option A. -> `(D^4)/(D^4 - d^4)`


Latest Videos

Latest Test Papers