• 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
Stress may be defined as

Force per unit volume
Force per unit length
Force per unit area
None of these

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures
A cantilever of length ‘L’ is subjected to a bending moment ‘M’ at its free end. If EI is the flexural rigidity of the section, the deflection of the free end, is

ML²/3EI
ML/2EI
ML²/2EI
ML/EI

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures
A cantilever of length 2 cm and depth 10 cm tapers in plan from a width 24 cm to zero at its free end. If the modulus of elasticity of the material is 0.2 × 106 N/mm², the deflection of the free end, is

5 mm
3 mm
4 mm
2 mm

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures
At yield point of a test piece, the material

Regains its original shape on removal of the load
Behaves in an elastic manner
Obeys Hooke’s law
Undergoes plastic deformation

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures
Y are the bending moment, moment of inertia, radius of curvature, modulus of If M, I, R, E, F, and elasticity stress and the depth of the neutral axis at section, then

M/I = E/R = F/Y
M/I = E/R = Y/F
M/I = R/E = F/Y
I/M = R/E = F/Y

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures
A shaft subjected to a bending moment M and a torque T, experiences

Neither A nor B
Maximum shear stress = 16 T/πd³
Maximum bending stress = 32M/πd³
Both A and B

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
↑