• 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
In a simply supported slab, alternate bars are curtailed at

1/5th of the span
1/6th of the span
1/7th of the span
1/4th of the span

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

With the vertical
None of these
With the perpendicular to the inclined plane of the soil
With the horizontal

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
0.5
0.4
0.6

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
The minimum thickness of a flat slab is taken

All listed here
L/32 for end panels without drops
L/36 for end panels without drops
L/36 for interior panels without drop

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
A singly reinforced concrete beam of 25 cm width and 70 cm effective depth is provided with 18.75 cm² steel. If the modular ratio (m) is 15, the depth of the neutral axis, is

25 cm
30 cm
20 cm
35 cm

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than

b/6
b/5
b/4
b/3

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
↑