• 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
Thickened part of a flat slab over its supporting column, is technically known as

Capital
None of these
Drop panel
Column head

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:

(C - 1) mf + eE
(1 - C) mf + eE
(1 - C) mf - eE
(C - 1) mf - eE

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

12 mm
8 mm
6 mm
10 mm

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is

100 cm
200 cm
300 cm
150 cm

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
According to the steel beam theory of doubly reinforced beams

Stress in tension steel equals the stress in compression steel
All of the listed here
Tension is resisted by tension steel
Compression is resisted by compression steel

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Maximum bending moment
Minimum bending moment
Maximum shear force
Minimum shear force

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
↑