• 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
Economical depth of a plate girder corresponds to

maximum weight
minimum thickness of web
minimum weight
minimum depth

ANSWER DOWNLOAD EXAMIANS APP

Design of Steel Structure
Bearing stiffeners are provided ati) the supportsii) the mid spaniii) the point of application of concentrated loads The correct answer is

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

ANSWER DOWNLOAD EXAMIANS APP

Design of Steel Structure
If the floor is supported at or near the bottom but top chords of a bridge is not braced, then the bridge is called

Deck type
Double deck type
Through type
Half through type

ANSWER DOWNLOAD EXAMIANS APP

Design of Steel Structure
Shape factor is a property which depends

only on the geometry of the section
both on the yield stress and ultimate stress of material
only on the ultimate stress of the material
only on the yield stress of the material

ANSWER DOWNLOAD EXAMIANS APP

Design of Steel Structure
Normally, the angle of roof truss with asbestos sheets should not be less than

40°
30°
35°
26/2°

ANSWER DOWNLOAD EXAMIANS APP

Design of Steel Structure
compression force in two end posts The pin of a rocker bearing in a bridge is designed for

bearing and bending
bearing and shear
bending and shear
bearing, shear and bending

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
↑