• 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
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

50 cm
120 cm
75 cm
100 cm

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

WL/10 (L + 2D/3)²
WL/12 (L - D/3)²
WL/10 (L - 2D/3)²
WL/12 (L - 2D/3)²

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

One and half lever arm of the section
One-third lever arm of the section
Lever arm of the section
One-half lever arm of the section

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

8.5
0.87
5.8
7.5

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.7
0.6
0.4
0.5

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
The weight of reinforced concrete, is generally taken as

2400 kg/m³
2300 kg/m³
2500 kg/m³
2200 kg/m³

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
↑