• 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 /16
3 /8
/16
2 /15

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures
A compound truss may be formed by connecting two simple rigid frames, by

Three bars
Two bars
Three bars intersecting at a point
three parallel bars

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Hooke’s ratio
Yield ratio
Poisson’s ratio
Plastic ratio

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

ML/2EI
ML²/3EI
ML/EI
ML²/2EI

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures
There are two hinged semicircular arches A, B and C of radii 5 m, 7.5 m and 10 m respectively and each carries a concentrated load W at their crowns. The horizontal thrust at their supports will be in the ratio of

1 : 1½ : 2
None of these
1 : 1 : 2
2 : 1½ : 1

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures
A lift of weight W is lifted by a rope with an acceleration f. If the area of cross-section of the rope is A, the stress in the rope is

[W (2 + f/G)]/A
[W (1 + f/ G)]/ A
(1 – g/f)/A
[W (2 + g/f)]/A

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
↑