• 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
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

3 /8
2 /15
3 /16
/16

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures
parabolic arch of span and rise , is given by The equation of a

y = 4h/l² × (1 – x)
y = 3h/l² × (1 – x)
y = h/l² × (1 – x )
y = 2h/l² × (1 – x)

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures
A simply supported beam which carries a uniformly distributed load has two equal overhangs. To have maximum B.M. produced in the beam least possible, the ratio of the length of the overhang to the total length of the beam, is

0.307
0.508
0.407
0.207

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures
A material is said to be perfectly elastic if

It regains its original shape partially on removal of the load
None of these
It regains its original shape on removal of the load
It does not regain its original shape at all

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures
Shear strain energy theory for the failure of a material at elastic limit, is due to

Von Mises
St. Venant
Rankine
Guest or Trecas

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures
The ratio of shear stress and shear strain of an elastic material, is

Both A. and B.
Modulus of Elasticity
Shear Modulus
Modulus of Rigidity

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
↑