• 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
According to IS:800, in the Merchant Rankine formula the value of imperfection index (n) is

1
1.8
2
1.4

ANSWER DOWNLOAD EXAMIANS APP

Design of Steel Structure
If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as

163 mm
162 mm
161 mm
160 mm

ANSWER DOWNLOAD EXAMIANS APP

Design of Steel Structure
Study the following statements.
i) Top lateral bracing prevents the sidesway buckling of the chord.
ii) Sway bracing keeps the rectangular shape of the bridge cross-section.
iii) Sway bracing transfers the load from top of end posts to bearings.
The correct answer is

only (i)
both (i) and (iii)
all (i), (ii) and (iii)
both (i) and (ii)

ANSWER DOWNLOAD EXAMIANS APP

Design of Steel Structure
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm)

175 t2/h
125 t3/h2
125 t2/h
75 t2/h

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:

2.01
2.33
2.34
1.0

ANSWER DOWNLOAD EXAMIANS APP

Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

150
180
200
190

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
↑