• 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 number of independent equations to be satisfied for static equilibrium in a space structure is

6
7
8
9

ANSWER DOWNLOAD EXAMIANS APP

Structural Analysis
The width of the analogous column in the method of column analogy is

1/4 EI
1/2 EI
2/EI
1/EI

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)

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

ANSWER DOWNLOAD EXAMIANS APP

Structural Analysis
If the main reinforcement of the slab is parallel to a T-beam, the transverse reinforcement at mid span of the slab is provided at least __________ of main reinforcement.

70 %
50 %
60 %
40 %

ANSWER DOWNLOAD EXAMIANS APP

Structural Analysis
Castigliano’s first theorem is applicable

only when principle of superposition is valid
for statically determinate structures only
None of these
when the system behaves elastically

ANSWER DOWNLOAD EXAMIANS APP

Structural Analysis
If there are m unknown member forces, r unknown reaction components and j number of joints, then the degree of static indeterminacy of a pin-jointed plane frame is given by

m + r – 3j
m + r – 2j
m + r + 2j
m – r + 2j

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
↑