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

Structural Analysis

Structural Analysis
The degree of kinematic indeterminacy of a pin-jointed space frame is (where m, r and j have their usual meanings)

j-2r
j-3r
3j-r
2j-r

ANSWER DOWNLOAD EXAMIANS APP

Structural Analysis
Which of the following is not the displacement method?

Equilibrium method
Column analogy method
Kani's method
Moment distribution method

ANSWER DOWNLOAD EXAMIANS APP

Structural Analysis
Number of unknown internal forces in each member of a rigid jointed plane frame is

3
9
6
4

ANSWER DOWNLOAD EXAMIANS APP

Structural Analysis
Principle of superposition is applicable when

Deflections are linear functions of applied forces
The action of applied forces will be affected by small deformations of the structure
Material obeys Hooke's law
None of these

ANSWER DOWNLOAD EXAMIANS APP

Structural Analysis
If in a pin-jointed plane frame (m + r) > 2j, then the frame is(Where ‘m’ is number of members, ‘r’ is reaction components and ‘j’ is number of joints)

Unstable
Stable and statically indeterminate
Stable and statically determinate
None of these

ANSWER DOWNLOAD EXAMIANS APP

Structural Analysis
A simply supported beam deflects by 5 mm when it is subjected to a concentrated load of 10 kN at its centre. What will be deflection in a 1/10 model of the beam if the model is subjected to a 1 kN load at its centre ?

0.005mm
0.5 mm
0.05 mm
5 mm

ANSWER DOWNLOAD EXAMIANS APP
MORE MCQ ON Structural Analysis

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
↑