• 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
A raft foundation is provided if its area exceeds the plan area of the building by

50 %
20 %
10 %
40 %

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

0.207 L
0.407 L
0.107 L
0.307 L

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
In a pre-stressed member it is advisable to use

Low strength concrete only
Low strength concrete but high tensile steel
High strength concrete and high tensile steel
High strength concrete only

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Footing
Raft
Strip
Strap

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

Remains below the slab
Coincides the geometrical centre of the beam
Remains within the flange
None of these

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is

10 cm
6 cm
12 cm
8 cm

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
↑