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

Theory of Structures

Theory of Structures
In plastic analysis, the shape factor for rectangular section, is

1.4
1.7
1.5
1.6

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures
The locus of the end point of the resultant of the normal and tangential components of the stress on an inclined plane, is

Straight line
Circle
Ellipse
Parabola

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures
A two hinged parabolic arch of span l and rise h carries a load varying from zero at the left end to ? per unit run at the right end. The horizontal thrust is

ωl²/8h
ωl²/16h
ωl²/4h
ωl²/12h

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures
The yield moment of a cross section is defined as the moment that will just produce the yield stress in

The neutral fibre of the section
The fibre everywhere
The inner most fibre of the section
The outer most fibre of the section

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures
Pick up the incorrect statement from the following: The torsional resistance of a shaft is directly proportional to

Modulus of rigidity
Reciprocal of the length of the shaft
Angle of twist
Moment of inertia of the shaft section

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures
A bar L metre long and having its area of cross-section A, is subjected to a gradually applied tensile load W. The strain energy stored in the bar is

W²L/AE
WL/2AE
WL/AE
W²L/2AE

ANSWER DOWNLOAD EXAMIANS APP
MORE MCQ ON Theory of Structures

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
↑