• 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
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

6 mm
7 mm
4 mm
5 mm

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

10
25
20
15

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

8.3 kg/cm²
21.5 kg/cm²
7.6 kg/cm²
21.5 kg/cm²

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

30
40
25
35

ANSWER DOWNLOAD EXAMIANS APP

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

2
5
3
1

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
A singly reinforced beam has breadth b, effective depth d, depth of neutral axis n and critical neutral axis n?. If fc and ft are permissible compressive and tensile stresses, the moment to resistance of the beam, is

All listed here
bn (fc/2) (d - n/3)
Atft (d - n/3)
½ n₁ (1 - n₁/3) cbd²

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
↑