• 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
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

150
190
200
180

ANSWER DOWNLOAD EXAMIANS APP

Design of Steel Structure
Load factor is

always greater than factor of safety
always equal to factor of safety
sometimes greater than factor of safety
always less than factor of safety

ANSWER DOWNLOAD EXAMIANS APP

Design of Steel Structure
By providing sufficient edge distance, which of the following failures of riveted joint can be avoided ?

tension failure of the plate
crushing failure of the rivet
shear failure of the rivet
shear failure of the plate

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)

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

ANSWER DOWNLOAD EXAMIANS APP

Design of Steel Structure
The risk coefficient k, depends on

basic wind speed
both (a) and (b)
None of these
mean probable design life of structures

ANSWER DOWNLOAD EXAMIANS APP

Design of Steel Structure
Which of the following types of riveted joint is free from bending stresses ?

butt joint with double cover plates
butt joint with single cover plate
None of these
lap joint

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
↑