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

3
5
1
2

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

M = pb (b + a)/8
M = pb (b - a)²/8
M = pb (c - a)/4
M = pb (b + a)/8
M = pb (b - a)²/4

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
The advantage of a concrete pile over a timber pile, is

Higher bearing capacity
No decay due to termites
No restriction on length
All of these

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be

5 cm
15 cm
10 cm
20 cm

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
A foundation is called shallow if its depth, is

Half of its width
Three-fourth of its width
Equal to its width
One-fourth of its width

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is

Square
Triangular
Rectangular
Trapezoidal

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
↑