☰ Steel Structure (Civil Engineering) - MCQs

These are four options provided for the answers of the question only one option is right answer. You have to click any of the option to check your answer. You can also directly see the answer from the answer link below. if you want to see explaination of the answer you can click discuss link.
Q19.

In the design of framed connections, rivet or bolts connecting the web of the beam with the connecting angles are subject to :

  • A. single shearing and bearing on the web
  • B. double shearing and bearing on the web
  • C. double shearing and no bearing on the web
  • D. no shearing but only bearing on the web

    ✍ Discuss    
Q20.

Minimum thickness of web in a plate girder,when plate is accessible and also exposed to weather, is :

  • A. 5 mm
  • B. 6 mm
  • C. 8 mm
  • D. 10 mm

    ✍ Discuss    
Q21.

As per IS : 800, for compression flange, the outstand of flange plates should not exceed :

  • A. 12 t
  • B. 16 t
  • C. 20 t
  • D. 25 t

    ✍ Discuss    
Q22.

Force acting on the web splice of a plate girder are :

  • A. axial forces
  • B. shear and axial forces
  • C. shear and bending forces
  • D. axial and bending forces

    ✍ Discuss    
Q23.

Rivets connecting flange angles to cover plates in a plate girder are subjected to :

  • A. Horizontal shear only
  • B. vertical load only
  • C. both (a) and (b)
  • D. none of these

    ✍ Discuss    
Q24.

As per IS : 875, for the purposes of specifying basic wind velocity, the country has been divided into :

  • A. 4 zones
  • B. 5 zones
  • C. 6 zones
  • D. 7 zones

    ✍ Discuss