TRB exam online practice test for Civil Engineering dept provides you with ample practice material for TRB exam preparation for cse department which adheres to the real exam format. Each TRB - CIVIL exam practice test has 10 questions. After completing click on to the COMPLETE TEST to know the score and the correct answers.


Civil Engineering - TRB Online Practice Test - 9

  • Online Practice Test - CIVIL
   

1.

  If the end condition of a column are changed from both ends hinged to both ends fixed, the critical load shall:.
  • A.   decrease by 4 times
  •  
  • B.   increase by 4 times
  •  
  • C.   remains same
  •  
  • D.   increase by 2 times
  Options: A    B    C    D   
   
 
   

2.

  Shear centre of a semi circular arc of radius r is :.
  • A.   r/ π
  •  
  • B.   r/2 π
  •  
  • C.   4r/2 π
  •  
  • D.   4r/ π
  Options: A    B    C    D   
   
   

3.

  The conjugate harmonic function v of u = x2-y2- y is : .
  • A.   2xy + y + c
  •  
  • B.   2xy + x + c
  •  
  • C.   x2+ y2 - x + c
  •  
  • D.   2xy + c
  Options: A    B    C    D   
   
 
   

4.

  A metal bar of length 100 mm is inserted between two rigid supports and its temperature is increased by 10℃ Celsius. If the coefficient of thermal expansion is 12 x 10-6 per degree Celsius and if the Young’s Modulus is 200 GPa the stress in the bar is :.
  • A.   1.0 GPa
  •  
  • B.   2.4 GPa
  •  
  • C.   12 MPa
  •  
  • D.   24 MPa
  Options: A    B    C    D   
   
   

5.

  The line joins the points which have equal magnitude of pore water pressure is known as :.
  • A.   isobars
  •  
  • B.   isochrones
  •  
  • C.   isotherms
  •  
  • D.   isotopes
  Options: A    B    C    D   
   
 
   

6.

  The bearing capacity is generally determined using.
  • A.   Consolidated undrained shear strength parameters
  •  
  • B.   Consolidated drained shear strength parameters
  •  
  • C.   Unconsolidated undrained shear strength parameters
  •  
  • D.   Unconsolidated drained shear strength parameters
  Options: A    B    C    D   
   
   

7.

  Increase in rigidity of foundation dominantly decreases _____________.
  • A.   Total settlement
  •  
  • B.   differential settlement
  •  
  • C.   both total and differential settlement
  •  
  • D.   consolidation settlement
  Options: A    B    C    D   
   
 
   

8.

  What is the operating condition of Level Of Service (LOS) ‘C’ in traffic capacity?.
  • A.   Stable flow
  •  
  • B.   Stable flow with acceptable delays
  •  
  • C.   unstable flow
  •  
  • D.   Approaching unstable flow
  Options: A    B    C    D   
   
   

9.

  For a circular column of diameter 360 mm subjected to direct and bending stresses, the limiting condition for no tensile stress to develop across the section, the load must lie within:.
  • A.   d/4 = 90mm
  •  
  • B.   d/6 = 60mm
  •  
  • C.   d/8 = 45mm
  •  
  • D.   d/10 = 36mm
  Options: A    B    C    D   
   
 
   

10.

  If 10 kNm and 20 kNm are the maximum bending moments due to dead load and live load respectively and 500 kN is the total effective pressure, for a balanced design of a prestressed concrete beam, the eccentricity ‘e’ is :.
  • A.   60 mm
  •  
  • B.   50 mm
  •  
  • C.   43.33 mm
  •  
  • D.   26.67 mm
  Options: A    B    C    D   
   

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