• 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
In case of timber structures, the form factor for solid circular cross-section is taken as

1.18
1.414
1.81
1.67

ANSWER DOWNLOAD EXAMIANS APP

Design of Steel Structure
In the virtual work method, the virtual quantity is

Displacement
Slope
Load
Moment

ANSWER DOWNLOAD EXAMIANS APP

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

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

ANSWER DOWNLOAD EXAMIANS APP

Design of Steel Structure
In case of timber structures, the simple bending formula M = fz may be applied for

all rectangular beams
all square cross-section beams
solid circular beams only
rectangular beams up to 300 mm depth

ANSWER DOWNLOAD EXAMIANS APP

Design of Steel Structure
According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as

0.8 L
0.67 L
L
1.5 L

ANSWER DOWNLOAD EXAMIANS APP

Design of Steel Structure
Battening is preferable when the
i) column carries axial load only
ii) space between the two main components is not very large
iii) column is eccentrically loaded
The correct answer is

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

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
↑