• HOME
  • QUIZ
  • CONTACT US
EXAMIANS
  • COMPUTER
  • CURRENT AFFAIRS
  • ENGINEERING
    • Chemical Engineering
    • Civil Engineering
    • Computer Engineering
    • Electrical Engineering
    • Mechanical Engineering
  • ENGLISH GRAMMAR
  • GK
  • GUJARATI MCQ

Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
In working stress design, permissible bond stress in the case of deformed bars is more than that in plain bars by

60%
70 %
50%
40%

ANSWER DOWNLOAD EXAMIANS APP

Concrete Technology and Design of Concrete Structures
The fineness modulus of fine aggregate is in the range of

2.0 to 3.5
3.5 to 5.0
5.0 to 7.0
6.0 to 8.5

ANSWER DOWNLOAD EXAMIANS APP

Concrete Technology and Design of Concrete Structures
Modulus of elasticity of steel as per IS : 456-1978 shall be taken as

200 kN/cm²
2xl06N/cm²
20 kN/cm²
200kN/mm²

ANSWER DOWNLOAD EXAMIANS APP

Concrete Technology and Design of Concrete Structures
1% of voids in a concrete mix would reduce its strength by about

5%
15%
10 %
20%

ANSWER DOWNLOAD EXAMIANS APP

Concrete Technology and Design of Concrete Structures
Poisson’s ratio for concrete

decreases with richer mixes
increases with richer mixes
None of these
remains constant

ANSWER DOWNLOAD EXAMIANS APP

Concrete Technology and Design of Concrete Structures
The centroid of compressive force, from the extreme compression fiber, in limit state design lies at a distance of (where xu is the depth of neutral axis at the limit state of collapse)

0.416 xu
0.446 xu
0.367 xu
0.573 xu

ANSWER DOWNLOAD EXAMIANS APP
MORE MCQ ON Concrete Technology and Design of Concrete 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
↑