• 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 continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

Less than 2
2.5
Less than 2.5
2

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
If p1 is the vertical intensity of pressure at a depth h on a block of earth weighing w per unit volume and the angle of repose φ, the lateral intensity of pressure p2 is

wh (1 - sin φ)/(1 + sin φ)
w (1 - cos φ)/h (1 + sin φ)
wh (1 - cos φ)/(1 + sin φ)
wh (1 - tan φ)/(1 + tan φ)

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
The width of the flange of a L-beam, should be less than

One-sixth of the effective span
Breadth of the rib + four times thickness of the slab
Least of the above
Breadth of the rib + half clear distance between ribs

ANSWER DOWNLOAD EXAMIANS APP

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

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

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Four times
Two times
Five times
Three times

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
If T and R are tread and rise respectively of a stair, then

R + 2T= 30
2R + T = 60
2R + T = 30
R + 2T = 60

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
↑