• 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
If Q is load factor, S is shape factor and F is factor of safety in elastic design, the following:

Q = S × F
Q = F – S
Q = S – F
Q = S + F

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures
The ratio of maximum shear stress to average shear stress of a circular beam, is

4/3
3/2
4/7
2/3

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures
A composite beam is composed of two equal strips one of brass and other of steel. If the temperature is raised

Steel experiences tensile force
All of these
Composite beam gets subjected to a couple
Brass experiences compressive force

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures
A steel rod of sectional area 250 sq. mm connects two parallel walls 5 m apart. The nuts at the ends were tightened when the rod was heated to 100°C. If steel = 0.000012/C°, Esteel = 0.2 MN/mm², the tensile force developed at a temperature of 50°C, is

100 N/mm 2
150 N/mm²
80 N/mm²
120 N/mm²

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures
The load on a spring per unit deflection, is called

Stiffness
Proof load
Proof resilience
Proof stress

ANSWER DOWNLOAD EXAMIANS APP

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

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

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
↑