• HOME
  • QUIZ
  • CONTACT US
EXAMIANS
  • COMPUTER
  • CURRENT AFFAIRS
  • ENGINEERING
    • Chemical Engineering
    • Civil Engineering
    • Computer Engineering
    • Electrical Engineering
    • Mechanical Engineering
  • ENGLISH GRAMMAR
  • GK
  • GUJARATI MCQ

Design of Steel Structure

Design of Steel Structure
As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

164
161
162
163

ANSWER DOWNLOAD EXAMIANS APP

Design of Steel Structure
Shear buckling of web in a plate girder is prevented by using

None of these
bearing stiffener
vertical intermediate stiffener
horizontal stiffener at neutral axis

ANSWER DOWNLOAD EXAMIANS APP

Design of Steel Structure
When the bolts are subjected to reversal of stresses, the most suitable type of bolt is

black bolt
turned and fitted bolt
ordinary unfinished bolt
high strength bolt

ANSWER DOWNLOAD EXAMIANS APP

Design of Steel Structure
The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

1.0
2.01
2.34
2.33

ANSWER DOWNLOAD EXAMIANS APP

Design of Steel Structure
The centrifugal force due to curvature of track is assumed to act on the bridge at a height of

1.23 m above the rail level
1.83 m above the rail level
2.13 m above the rail level
1.50 m above the rail level

ANSWER DOWNLOAD EXAMIANS APP

Design of Steel Structure
Battening is preferable when thei) column carries axial load onlyii) space between the two main components is not very largeiii) column is eccentrically loaded The correct answer is

only (i)
only (iii)
(i) and (ii)
(ii) and (iii)

ANSWER DOWNLOAD EXAMIANS APP
MORE MCQ ON Design of Steel Structure

DOWNLOAD APP

  • APPLE
    from app store
  • ANDROID
    from play store

SEARCH

LOGIN HERE


  • GOOGLE

FIND US

  • 1.70K
    FOLLOW US
  • EXAMIANSSTUDY FOR YOUR DREAMS.
  • SUPPORT :SUPPORT EMAIL ACCOUNT : examians@yahoo.com

OTHER WEBSITES

  • GUJARATI MCQ
  • ACCOUNTIANS

QUICK LINKS

  • HOME
  • QUIZ
  • PRIVACY POLICY
  • DISCLAIMER
  • TERMS & CONDITIONS
  • CONTACT US
↑