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

RCC Structures Design

RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

200 kg/cm²
100 kg/cm²
400 kg/cm²
300 kg/cm²

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

12 mm
14 mm
10 mm
16 mm

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is

14 cm²
17 cm²
15 cm²
16 cm²

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
The neutral axis of a T-beam exists

All listed here
Below the slab
At the bottom edge of the slab
Within the flange

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

24 bar diameters
18 bar diameters
30 bar diameters
12 bar diameters

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

3
2
5
1

ANSWER DOWNLOAD EXAMIANS APP
MORE MCQ ON RCC Structures Design

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
↑