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 - 7

  • Online Practice Test - CIVIL
   

1.
  The hydrometer analysis is valid for particle size range of ___________.
  • A.   0.2 mm to 0.002 mm
  •  
  • B.   0.2 mm to 0.0002 mm
  •  
  • C.   0.02 mm to 0.002 mm
  •  
  • D.   0.02 mm to 0.0002 mm
  Options: A    B    C    D   
   
 
   

2.
  The thickness of foundation slab is usually calculated based on :.
  • A.   Bending moment
  •  
  • B.   Shear force
  •  
  • C.   Both bending moment and shear force
  •  
  • D.   None of the above
  Options: A    B    C    D   
   
   

3.
  Efficiency of pile group is greater than 1, generally in ____________.
  • A.   Bored cast – insitu pile
  •  
  • B.   Driven pre cast pile
  •  
  • C.   Driven cast – insitu pile
  •  
  • D.   Bored pre cast pile
  Options: A    B    C    D   
   
 
   

4.
  The standard penetration test is most suitable for:.
  • A.   Cohesionless soils
  •  
  • B.   Cohesive soils
  •  
  • C.   C - ∅  soils                        
  •  
  • D.   Bored pre cast pile
  Options: A    B    C    D   
   
   

5.
  When hydraulic jump occurs, the loss of energy is due to :.
  • A.   Friction at the walls of the channel
  •  
  • B.   Friction at the bed of the channel
  •  
  • C.   Eddy formation and turbulence
  •  
  • D.   Non – uniform flow of water
  Options: A    B    C    D   
   
 
   

6.
  The ratio of the maximum deflection of a cantilever beam of span L with
A) a load of W at its free ends
B)a uniformly distributed load over its entire length of total W is given by .
  • A.   8/5
  •  
  • B.   8/3
  •  
  • C.   3/8
  •  
  • D.   5/8
  Options: A    B    C    D   
   
   

7.
  The ultimate strain of concrete at failure is .
  • A.   0.035
  •  
  • B.   0.0035
  •  
  • C.   0.00035
  •  
  • D.   0.002
  Options: A    B    C    D   
   
 
   

8.
  The maximum allowable shear stress for M35 Grade concrete is :.
  • A.   2.5 MPa
  •  
  • B.   2.8 MPa
  •  
  • C.   3.7 MPa
  •  
  • D.   4.0 MPa
  Options: A    B    C    D   
   
   

9.
  The degree of saturation of fine grained soils in the different states are :.
  • A.   S = 100 %
  •  
  • B.   S <100 %
  •  
  • C.   S ≤ 100 %  
  •  
  • D.   S > 100 %
  Options: A    B    C    D   
   
 
   

10.
  Elastic strain experienced by a concrete is 4.05 x 10-6 and its ultimate strain is 1.35 x 10-3 . The creep coefficient of concrete is :.
  • A.   0.33 x 103
  •  
  • B.   0.33 x 10-3
  •  
  • C.   3 x 103
  •  
  • D.   3x 10-3
  Options: A    B    C    D   
   

Complete Test
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