• 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
/16
3 /16

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures
The strain energy due to volumetric strain

Is inversely proportional to Bulk modulus
All of these
Is directly proportional to the square of exerted pressure
Is directly proportional to the volume

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures
A steel rod 1 metre long having square cross section is pulled under a tensile load of 8 tonnes. The extension in the rod was 1 mm only. If Esteel = 2 × 106 kg/cm², the side of the rod, is

2.5 cm
1.5 cm
1 cm
2 cm

ANSWER DOWNLOAD EXAMIANS APP

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

Guest or Trecas
St. Venant
Rankine
Von Mises

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures
The eccentricity (e) of a hollow circular column, external diameter 25 cm, internal diameter 15 cm for an eccentric load 100 t for non-development of tension, is

2.75 cm
4.25 cm
3.50 cm
3.00 cm

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures
In case of principal axes of a section

Sum of moment of inertia is zero
Difference of moment inertia is zero
None of these
Product of moment of inertia is zero

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
↑