• 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
A single rolling load of 8 kN rolls along a girder of 15 m span. The absolute maximum bending moment will be

8 kN.m
60 kN.m
30 kN.m
15 kN.m

ANSWER DOWNLOAD EXAMIANS APP

Structural Analysis
The three moments equation is applicable only when

The spans are equal
There is no discontinuity such as hinges within the span
The beam is prismatic
There is no settlement of supports

ANSWER DOWNLOAD EXAMIANS APP

Structural Analysis
Principle of superposition is applicable when

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

ANSWER DOWNLOAD EXAMIANS APP

Structural Analysis
Which of the following methods of structural analysis is a displacement method?

Column analogy method
Three moment equation
Moment distribution method
None of these

ANSWER DOWNLOAD EXAMIANS APP

Structural Analysis
For a two-hinged arch, if one of the supports settles down vertically, then the horizontal thrust

Becomes zero
Is increased
Remains unchanged
Is decreased

ANSWER DOWNLOAD EXAMIANS APP

Structural Analysis
In the slope deflection equations, the deformations are considered to be caused by
i) bending moment
ii) shear force
iii) axial force
The correct answer is

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

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
↑